Tu Dien Chuyen Nganh Xay dung

8/10/2019 Tu Dien Chuyen Nganh Xay dung

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VIETNAMESE-ENGLISH TECHNICAL TERMS DICTIONARY

B

1 Ban canh di Bottom flange2 Ban canh tren Top flange3 Ban canh ( mat cat I ,J hop ) Flange ( I , J box section )4 Ban co khoet lo Voided slab , hollow slab5 Ban cua mau neo Anchor plate6 Ban mat cau Deck slab , deck plate

7 Ban mat cau uc be tong tai cho Cast-in-site concrete slab8 Ban ghi chep tnh toan Calculation note9 Ban san Floor slab10 Ban nap hop Top slab of box11 Ban knh trong cua oan ng cong Inside radius of curvature12 Bao dng , duy tu Maintenance13 Bao ve cot thep chong g Protection of reinforcement against corrison14 Bang gang uc ... of cast iron15 Bang thep can ... of laminated steel , rolled steel16 Bat li Unfavourable17 Ban knh tac dung cua am dui Reach ( of vitrator )18 Be tong cot thep d ng lc trong Internal prestressed concrete19 Be tong cot thep d ng lc ngoai External prestressed concrete20 Be tong Concrete21 Be tong co trong lmg thong thng Normal weight concrete

22 Be tong nhe Light-weight concrete23 Be tong nhe co cat Sand light weight concrete24 Be tong cot thep thng Plain reinforced concrete25 Be tong cot thep d ng lc Prestressed concrete26 Be tong thuy cong Hydraulic concrete27 Be tong ngheo Lean concrete ( low grade concrete )28 Be tong phun Gunned sprayed concrete29 Be mat tiep xuc Contact surface30 Be mat ngoai Extenor face31 Be mat van khuon Form exterior face32 Bien dang cua neo khi DUL truyen t Anchorage seating33 kch vao mau neo34 Bien dang cua cac th tren mat cat Strain of the fibre on the section35 Bien dang co ngat tng oi Unit shortening36 Bien dang dan dai tng oi Unit kengthening

37 Bien dang qua mc Excessive deformation38 Bo tr cac ie m cat t cot thep doc cua dam Arrangement of longitudinal reinforcement cut-cut39 Bie u o bien dang tuyen tnh Linear deformation diagram40 Bien dang do t bien Deformation due to creep41 Bien dang theo thi gian Time-dependent deformation42 Bien dang do co ngot Shankage deformation43 Be tong khong cot thep Unreinforce concrete , plain concrete44 Boc lp be tong bao ho Removal of the concrete cover 45 Ban qua o Transition slab46 Be mong Footing47 Ban co sn Ribbel slab48 Ban co nhieu sn Multi-rib slab49 Bien dang do uon Deformation due to bending50 Bien dang do lc cat Deformation due to shear 51 Ban ch nhat goi gian n tren 4 canh len cac Rectangular slab simpliy supported along all four side by beams

52 Bo tr cot thep Installation of reinforceceent53 Ban co nhp theo mot hng (ban 2 canh) One-way spanding slab (slab supported on two sides)54 Ban co nhp theo 2 hng (ban 4 canh) Two-way spanding slab (slab supported on four sides)55 Ban phang Flat slab56 Bien dang tc thi Immediate deflection57 Bien dang vong len Camber58 Be tong uc tai cho Cast-in-place concrete59 Be mat chuen tiep Transitional surface60 Be tong uc san Precast concrete61 Be tong bao ho ( benngoai cot thep ) Concrete cover (Concrete protective layer)62 Ban ve thi cong Contruction drawing , working drawing63 Bien dang dai Long-term deformation64 Bien oi theo thi gian cua Variation in accordance with the times ...65 Bieu o tac dung tng ho momen lc doc Moment-Axial force interaction diagram66 Bieu dien o th cua ,,, Graphical representation

67 Bat li nhat The most unfavourable , worst effect68 Bang dnh Join tape69 Bo thiet b Set70 Bo noi cac oan cap d ng lc keo sau Coupler divice for post-ensioned cable71 Ban mat cau trc hung Orthotropic deck72 Be tong hoa cng nhanh Early streng concrete73 Be tong ti ( mi tron xong ) Fresh concrete74 Be tong co qua nhieu cot thep Over-reinforcement concrete75 Be tong soi Gravel concrete76 Be tong nang Heavy-weight concrete77 Be tong cat Sand concrete

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78 Bao dng be tong trong luc hoa cng Curing79 Bo phan lam lech hng Deviator 80 Ban ve phoi canh Perspective drawing81 Bu long hnh ch U U form bolt82 Bu long Bolt83 Boc xep hang To handle84 Bm Hammer 85 Bua Bua hi nc n ong Single-acting stream hammer 86 Bot mau ( e pha sn ) Pigmen87 Ban noi op ( ban ma ) Cover plate88 Be phan phoi lc Bed plate89 Bm ( may bm ) Pump90 Bm hut Aspiring pump , extraction pump91 Bmly tam Centerifugal pump , impeller pump92 Bm chm ( ngam trong nc ) Submerged pump93 Be tong mac thap Low-grade concrete94 Ban thep phu Cover steel plate95 ( phan ban canh dam thep ) ( at flanged part of steel girder )96 Be tong xi mang Pooclan Portland-cement concrete97 Bo tr chung cau General location of a bridge, General view of a bridge98 Ban knh cong ( ban knh oan ng cong ) Radius of curve99 Bu long neo Anchor bolt

100 Ban at cot thep 2 hng Salb reinfoced in both direction101 Bao ve chong xoi Protection against scour

102 Ban noi phu Splice plate , slab103 Bt ay Cap104 Be tong bt ay ( cua coc , cua gieng ...) Cap105 Bao ve chong mai mon Protection against abrasion106 Be tong cng o cao Hight strength concrete107 Be e keo cang coyt hep d ng lc Prestressing bed108 Be tong a b tach lp ( b boc lp ) Segregated concrete109 Bo xung , them vao Additional110 Bt kn . lap kn Sealing111 Bm nc dung tay Hand-act water pump112 Bm dau dung tay Had-act oil pump113 Bo xoan 7 si thep Seven-wire rope114 Bc xoan cua si thep trong bo xoan Twist step of a straud115 Boi trn Lubrification116 Bao phu mau neo DUL Sealing

117 Bien o bien oi ng suat Amplitude of stress118 Ban ay cua dam hop Bottom slab of box grider 119 Bo tr cot thep DUL Installation of prestressed reinforcement120 Bien dang an hoi Elastic strain , elastic deformation

C

121 Canh tay on Momen arm122 Cap thep d ng lc Prestressing steel strand123 Cap co cng o t chung thap Low relaxtion strand124 Cap xoan 7 si 7 wire strand125 Cau kien chu cat Member subjecct to shear 126 Cau kien co ban canh Fanged member 127 Cau kien co mat cat ch nhat Rectangular member

128 Cau kien lien hp Composite member 129 Cau kien lien khoi Monolithic member 130 Cau kien lien hiep chu uon Composite flexural member131 Cau kien cha nt Uncracked member 132 Cau kien hnh lang tru Prismactic member 133 Cau o to Hghway bridge , road bridge134 Cau ng sat Railway bridge , rail bridge135 Cau mang Aqueduct136 Cau khung T co chot Rigid frame bridge with hanges137 Cau hang Cantilever bidge138 Cau day xien Cable-stayed bridge139 Cau d ng lc keo sau , duc BT tai cho Cast-in-place , post-tensioned bridgr140 Cau lien tc c ghep t cac dam gian n Cotinuous span bridge composed of simple141 uc san span precast prestressed girders142 Cau ban Slab bridge

143 Cau ban lien tuc co hai nhp bang nhau Two equal spans continuos slab bridge144 Cau hai tang Double deck bridge145 Cau dam lien hp Composite girder bridge146 Cau co ng xe chay tren Deck bridge147 Cau co ng xe chay di Through bridge148 Cau nhp ngan Short span bridge149 Cau thang Straight bridge150 Cau nhp ln Long span bridge151 Cau trung Medium span bridg152 Cau cong vu Service bridge153 Cau cat , cau nang Hoist bridge , opening bridge



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154 Cau vom Circled bridge155 Cau BTCT thng Plain reinforced concrete bridge156 Cau cong Bridge on curve157 Cau gach-a xay Mainsonry brdge158 Cau co nh Fixed bridge159 Cau di ong trt Slide bridge160 Cau nang-ha thang ng Liftinf bridge161 Cau quay Pivot bridge , roller bridge162 Cau i bo Predestrian bridge163 Cau tam Temporary bridge164 Cau cat Novable bridge165 Cat khac To notch , to nick166 Cap ( cua be tong , cua thep ) Grade ( of concrete ) Class ( of steel )167 Can bang tnh hoc Static equilibrium bridge168 Cau nghieng Skew bridge169 Cong trnh ky thuat cao High-tech constuction170 Cap treo xien ( cua he tro xien ) Stay cable171 Chan oan Diagnosis172 Can ca u co ng Grantry crane173 Cung cap Supply174 Cot thep a b g corroded reinforcement175 Chai sach Tobrush , To clean176 Chat lam cng , hoa cng Hardener 177 Cap gom cac bo si xoan boc trong chat deo Plastic coated greased strand cable178 Cam bien e o bien dang Deformation gauge179 Cam bien e o ngsuat , o lc Captor 180 Chem nut neo vao au neo cho chat181 Chat boi trn cot thep DUL Sliding agent182 Cot thep co o t chung bnh thng Normal relaxation reinforced steel183 Cot thep co o t chung thap Low relaxation reinforced steel184 Chat lng mong muon Expected quality185 Cap phoi hat Grading granulometry186 Cap phoi hat lien tuc Continuous granulometry187 Cap phoi hat khong lien tuc Discontinuous granulometry188 Cat thuan tuy Pure shear 189 Cng o chu moi Fatigue srength190 Che tao san Precast , Prefabricated191 Ch dan tam thi Interim instructions192 Chieu cao Depth193 Chieu cao toan bo cua cau kien Overrall depth of member 194 Chieu cao dam Depth of beam195 Chieu cao co hieu qua Effective depth196 Chieu dai truyen lc nh dnh bam Bond transfer length197 Chieu dai kch khi khong hoat ong Closed length198 Chieu dai uon doc Buckling length199 Chieu dai nhp Span length200 Chieu day cua ban canh ( cua ban bung ) Flange thickness ( web thickness )201 Chieu day Thickness202 Chieu rong co hieu qua cua ban canh Effective flange width203 Chieu rong co hieu qua cua dam T Effective width 9 of T girder )204 Chieu rong ban chu nen cua dam T Compression flange width of T girder205 Chu ng c ma khong hong To stand without failure206 Cho rong ( khoet rong ) Hollow , void207 Lap cho trong To disppear into the void208 Chong am cho be mat Surface water protection209 Chot ( khp ) Hinge210 Cong tac keo cang cot thep Tensioning ( tensioning operation )211 Cong trnh Construction , work212 Cong trng Construction site , building site213 Cong ty Company , corporation214 Cong thc pha tron be tong Concrete proportioning215 Co ngan cua be tong Concrete shortening216 Co ngan cua thep Reinforcement shortening217 Cot lieu ( soi a ) Aggregate218 Cot thep ai ( dang thanh ) Stirrup , link , lateral tie219 Cot thep ban canh Flange reinforcement220 Cot thep trong ban mat cau Slab reinforcrment221 Cot thep chu keo Tensile reinforcement222 Cot thep chu nen Compression reinforcement

223 Cot thep DUL Prestessed reinforcement224 Cot thep DUL co dnh bam vi BT Bonded tendon225 Cot thep thng ( khong DUL ) Non-prestressed reinforcement226 Cot thep doc Longitudinal reinforcement227 Cot thep trong sn dam Web reinforcement228 Cot thep at theo vong tron Hoop reinforcement229 Cot thep ngang Transversal reinforcement , lateral reinforcement230 Cot thep thi cong Erection reinforcement231 Cot thep tang cng them Strengthening reinforcement232 Cot thep chu Principal reinforcement233 Cot thep phan bo Distribution reinforcement



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234 Cot thep trn Round , plain type reinforcement235 Chieu dai at tai ( tnh bang met ) Loaded length ( in meters )236 Chieu rong toan bo cua cau Overallwidth of bridge237 Coc Pile238 Coc thep hnh H Steel H pile239 Coc ong Pipe pile240 Coc ong thep Steel pipe pile , tubular steel pile241 Coc ng knh ln Large diameter pile242 Coc be tong uc san Precast concrete pile243 Coc d ng lc Prestressed pile244 Chu ky ng suat thiet ke Design sress cycles245 Cot Columm246 Cot chu tai ung truc Axially load columm247 Cot co cot thep xoan oc Spiral reinforced columm248 Cot co cot ai vuong goc vi truc Lateral tied columm249 Cot ong Pile columm , pipe pile250 Cap c ma ken Galvanized strand251 Cot thep DUL khong dnh bam vi BT Unbonded tedon252 Cau kien co ham lng CT toi thieu Member with mininal reinforcement content253 Cau kien chu xoan Torsion member 254 Che tao , san xuat Fabrication , manufacture , production255 Cao o , cao trnh Levei256 Cau kien lien ket Atttachment , connection257 Cot moc Land mark

258 Con lan , tru cua goi Bearing roller , bearing shoe259 Cheo , xien Skew260 Cong Culvert261 Cong cheo , cong xien Skew culvert262 Ca cong Culvert head263 Chot ngang ( lap chot ngang ) Fastening pin 9 verb : to bolt )264 Chot nh vom ( cha khoa ) Key , key block , capstone265 Canh tranh Competition266 Co dan do nhiet Thermal expansion267 Cot thep gam ( e truyen lc cat trt nh neo ) Pin268 Cau thang ( e i bo ) Strairs269 Cung cap , cung ng en chan cong trnh Supply , Supply at the site270 Can cau Crane271 Chat dnh ket Bond272 Chu au t Owner

273 Chu cong trnh Employer 274 C hoc ket cau Stuctural analysis275 C hoc ly thuyet Pure mechanics , theorical mechanics276 Cao ac Levelling277 Coc van , coc van thep Steel pile278 Coc rong ly tam Centrifugal hollow pile279 Coc khoan Drilled pile280 Cat bot Dust-stand281 Cot thep chu lc Load-bearing reinforcement282 Cot thep co g Deformed type reinforcement, Shaped type reinforcement283 Coc khoan nhoi Fillid bored pile284 Cong trnh phu tam e thi cong Temporary construction for erection285 Chat xam thc Agggressive corrosive agent286 Cau dan Approach viaduct287 ( Chon ) v tr xay dng cau Bridge location , bridge site

288 Cau vt Overpass , flyover289 Cau vt qua ng sat Railway overpass290 Cau cu hien co Existing bridge291 Coc chong Point-bearing pile292 Coc ma sat Friction pile293 Chnh tr dong song River training work294 Chieu rong phan xe chay Roadway width , carriage width295 Chieu rong tnh khong Horizontal clearance296 Chieu cao tnh khong Vertical clearance297 Chu ky dao ong Period of vibration298 Chu tai Carry , bear , resist , subject299 Cat Sand300 Cat chat Compacted sand301 Cap cua tai trong Class of loading302 Cau cho mot lan xe Bridge for one traffic lane

303 Cau cho 2 hay nhieu lan xe Bridge for two or more traffic lane304 Cot thep chu song song hng xe chay Main reinforcement parallel to traffic305 Cot thep chu vuong goc hng xe chay Main reinforcemet perpendicular to traffic306 Chieu rong phan bo cua tai trong banh xe Distribution width for wheel loads307 Cat kho Dry sand308 Cat am Moist sand309 Cat t ( am nc ) Wet sand ( staturated )310 Coc n ( nam di at ) Single pile311 Coc ong thep nhoi BT lap long Concret-filled pipe pile312 Coc th Test pile313 Coc uc BT tai cho Cast-in-place concrete pile



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314 Coc uc san , coc che san Precast pile315 Coc ong thep lap long Unfilled steel pipe pile316 Coc BTCT DUL Prestressed concrete pile317 Cot thep xoan oc Spiral reinforcement318 Co ngot Shrinkage319 Cap cua cot thep Grade of reinforcement320 Cao su Rubber 321 Chat deo Elastomer , plastic322 Chat deo thien nhien Natural plastic323 Chat deo nhan tao Synthetic plastic324 Chat hoa deo Plastifying agent325 Chat hoat hoa Activator 326 Chat lam tang nhanh qua trnh Accelerant327 Chat bao ve Protecting agent328 Cot thap ( cua he treo ) Pylone329 Chng trnh thiet ke t ong Automatic design sofeware programme330 Chuyen giao cong nghe Technology transfer 331 Cot thep phan bo Distribution reinforcement332 Cot thep ben tren ( cua mat cat ) Top reinforcement333 Cot thep ben di ( cua mat cat ) Bottom reinforcement334 Cot thep phu at gan sat be mat Skin reinforcement335 Cot thep tron trn Plain round bar336 Cot thep co o dnh bam cao ( co g ) Deformed reinforcement337 Co ngan an hoi Elastic shortening338 C chu nen cua BT 28 ngay Concrete tonsile strength at 28 day-age339 C chu nen 28 ngay Compressive strength at 28 day-age340 Cng o an hoi cua thep luc keo Elastic strength of reinforcement in tension341 Cng o an hoi cua thep luc nen Elastic strength of reinforcement in compression342 Cng o chu uon Flexural strength343 Cng o chu keo Ultimate strength344 Cng o cc han Exposed reinforcement345 Chng trnh tnh toan t ong Automatic calculated design program346 Cau khung chan xien Portal bridge347 Cau co tru cao Viaduct348 Chu tai To subject , to load , to withstand349 Cng o khoi vuong Cube strength350 Cng o ac trng Characteristic strength351 Cot thep uon ngheng len Bent-up bar 352 Cot thep thang Straight reinforcement353 Cot thep co g ( cot thep gai ) Deformed bar , deformed reinforcement354 Chu vi thanh cot thep Perimeter of bar 355 Chieu dai oan neo gi cua cot thep Anchorage length356 Cot thep nghieng Inclined bar357 Cot thep chu cat Shear reinforcement358 Cap cua BT Grade of concrete359 Chieu dai truyen DUL keo trc Trasmussion length of pretensioning360 Cau kien uc san Precast member , prefabricated member361 Chu ky at tai Loading cycle362 Che oi ( do lc nen cuc bo ) Fendage363 Chot BT Concrete hinge364 Chuyen v quay tng oi Relative rotation replacement365 Chng trnh th nghiem Test planning366 Chuyen v Displacement367 Cap ngan c keo cang t mot au Short cable tensioned at one end368 Cap dai c keo cang t hai au Long cable tensioned at two ends369 Co ngan lai To shorten , shortening370 Cau kien chu nen Compression member

D

371 D van khuon Demoulding372 Day thep buoc Ligature tie373 Dai phan cach Separate lane374 Dung sai Tolerance375 Dam bien , dam ngoai cung Edge beam , exterior girder 376 Dam tan inh Riveted girder 377 D lieu ( so kieu ban au ) Data378 D lieu ve lu lut a xay ra Past flood data

379 Dong nc chay Stream flow , Stream current380 Dam pha trong Interior girder 381 Dam ngang mat cau Floor beam , cross beam382 Dam doc phu Supplementary stringer383 Dam ban Supporting beam384 Dien tch cot thep Area of reinforcement385 Dan ban thep Gluing of steel plate386 Dch vu sau khi ban hang After sale service387 Dam tam e lao cau , gia lao cau Temporary girder for bridge launching388 D ng kc ngoai External prestressing389 D lieu e tnh toan Calculation data



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390 Dung cu o , may o Testing device391 Dam chu uon Flexural beam392 D oan Forecast393 D toan Cost estimate394 Tong d toan General cost estimate395 a va ( Chan va he tren cau ) Curb396 au neo hnh tru co lo khoan Perforated cylindrical anchor end397 au nhp Span end398 au noi e noi cac cot thep DUL Coupler

399 ac trng cac vat lieu Material characteristics400 o an Project401 ac ie m vat lieu Material properties402 ie m au cot thep c keo cang bang kch Jacking end403 o BT , viec o BT To cast , casting404 o a m , o a m tng oi Humidity ( relative )405 o lech tam Eccentricity406 o dai di chuye n c cua pitong cua kck Maximum stroke ) of piston )407 o am tng oi bnh quan hang nam Annual amblient relative humidity408 o ben lau Durability409 o on nh Stability410 o on nh hnh dang Shape stability411 o m rong vet nt Crack width412 o vong Deflection413 o vong ngc Camber

414 o BT theo nhieu giai oan To cast in many steps ( stages )415 ong chat Homogenity416 oan ong loe au mau neo Trumpet417 ot , oan ( cua ket cau ) Segment418 uc BT tai cho Cast in place419 ng cong thc nghiem Test curve ( strain-stress )420 ng knh danh nh Nominal diameter 421 o dan dai cua cot thep Steel elongation422 ieu kien dng ho BT Condition of curing423 oan tau th ( e th cau ) Test train424 oan tau chay thng xuyen tren tuyen Trainseving the l ine425 iem can o cao o Leveling point426 at tai th len cau Test loading on bridge427 ng ap au cau Embankment428 at nen ben di mong Foundation soil

429 o dan dai tng oi Percentage elongation430 o co ngan tng oi Unit shortening431 o cong Curbature432 o chnh xac ( th nghiem ) Accuracy ( of test )433 o ben chu la Fire resistance434 am dui ( e am BT ) Hand-poker vibrator 435 o rong vet nt Crack width436 o manh Slenderness437 o nht Viscosity438 o trt trong mau neocua au cot thep Anchor sliding439 Dam Girder , beam440 Dam goi gian n Simply supported beam , simple span441 Dam li6n tuc Continuous beam442 Dam hop nhieu ot Segmental box girder 443 Dam ch T T-beam , T-girder

444 Dam hop Box girder 445 Dam ngang Diaphragm446 Dam ngang trong nhp Intermediate diaphragm447 Dam chu uon thuan tuy Pure flexion beam448 Dam dang hnh hoc cua mat cat Section geometry449 Dien tch bao ( khong ke thu hep do lo ) Gross area450 Dien tch mat cat Area of cross section ( cross section area )451 Dien tch tnh oi Transformed area452 Dnh bam Bond453 Dung moi Solvent454 D ng lc Prestressing force455 D ng lc theo hng ngang Tranverse prestressing456 Du ng suat co hieu sau moi mat mat Effective prestress after losses457 Dng ho BT mi o xong To cure , curing458 Dam ngang au nhp End diaphragm

459 Dam BTCT Reinforced concrete beam460 Dung cu e th nghiem nhanh Rapid testing kit461 Dai han ( tai trong dai han ) LOng-term ( load )462 Dam ch c cot thep chu keo Beam reinforved in tension only463 Dam co ca co thep chu keo va chu nen Beam reinforved in tension and compression464 Dam chu tai trong dai eu Uniformly load beam465 Dam hang Cantilever beam466 Di anh hng cua Under the effect of ...467 D an s bo ( o an s bo ) Prelminary design468 D ng lc ung tam Centred restressing469 D ng lc lech tam Non-centred restressing



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470 Dau dng lay hng len tren Poisitive up-ward471 D ng suat Prestress472 Dam co khoet lo Voided beam473 Dam ban thep han Welded plate girder 474 Dam ban co ng xe chay di Through plate girder 475 Dam ban co ng xe chay tren Deck plate girder 476 Dien tch danh nh Nominal area477 Dam co chieu cao khong o i Beam of constant depth478 Dam DUL keo trc Pretensioned beam

479 Dam DUL keo sau Posttensioned beam480 Dien tch ta ( ep mat ) Bearing area481 Danh nh Nominal482 Dien tch tiep xuc Contact area483 Dung To uses484 ng cong bieu dien o th cua... Representative curve of ...485 ng truc cua cap Cable trace486 ng truc cap gom cac oan thang Cable trace with segmental line487 ng truc cap dang parabole Parabole cable trace488 iem bieu dien cua noi lc (tren o th) Force representative points ( on the curve )489 o lien (nguyen) khoi cua ket cau Structural integrity490 iem at hp lc nen betong Location of the concrete compressiveresultant491 oan ,ot ket cau nhp ben tren tru492 oan ,ot hp long cua ket cau nhp Key block segment493 au may hi nc Stream locomotive

494 au may dieden Diesel locomotive495 o hoat hoa cua ximang Activity of cement496 iem at cua hp lc Location of resultant497 ac trng c hoc Mechanical characteristics498 ieu tra (thanh tra) Inspection499 au thau Bidding500 o lun Settlement501 ieu chnh,can chnh cho ung Adjustment , to adjust502 at boi,phu sa Alluvion503 em au ,coc Pile cap504 o an phac thao s bo Preliminary project505 e quai (ngan nc tam) Cofferdam506 a dam Crushed stone507 inh moc Clasp nail508 am betong cho chat Compaction

509 ai om vong quanh bang thep Collar 510 ng bao Envelope curve511 oi trong Counterprise , counter balance512 am chay Famper 513 am rung Vibrating famper 514 o ran cng Hardness degree515 a giao, gian giao Scaffold , scaffolding516 anh gia ,c lng Evaluation , estimation517 o kht kn khong ro nc Tightness ( water tightness )518 inh a Cramp519 o d,o long leo Clearance , play520 a hoc,a xay Cobble , stone521 uc (bang chong) Frick522 ai tu Capital repair , major repair 523 inh tia r phong Tire-fond

524 on dam , khuc dam Segment525 am trong (vui vao hon hp betong) Internal vibrator 526 am tren mat Surface vibrator 527 am canh (rung van khuon) Form vibrator , external vibrator 528 o tham thau , o tham Permeability529 o sut ( hnh non ) cua BT Slump of cone of concrete mix530 ng cong , oan tuyen cong Curve531 inh tan Rivet532 inh tan ban canh Flange rivet533 ng thuy Waterway534 ong at Earthquake535 au cau Bridge end536 at tai len ... Loading on ...537 ong lc hoc Dynamic538 e phong qua tai Overload provision

539 oan xe tai Truck train540 n v lan xe Traffic lane unit541 o vn hang Cantilever dimension542 c o vuong goc vi Measured perpendicular to ...543 c o song song vi Measured paralled to ...544 ng truc , ng tim Center line545 ong coc Pilling546 a Rock , stone547 at dnh ket Cohesive soid548 at khong dnh ket , at ri rac Incohesive soid , granular material549 at Earth , soil



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550 at a set Loam551 at chat Compact earth552 at set Clay553 at phu sa , at boi tch Alluvival soil554 ieu kien at Soil condictions555 ng knh ngoai Outside diameter 556 ieu kien can bang ng bien Balanced strain condiction557 o cng Stiffness558 o cng chong uon Flexural stffness

559 o cng chong xoan Torsional stiffness560 ap ng cac yeu cau To meet the requirements561 e mau neo DUL Bearing plate562 e hnh loa cua mau neo DUL Trumplate , cast-guide563 o nhay cam Sensitiveness564 o tut cua nut neo trong lo neo Anchor sliding565 ( sau khi a ong chat nut neo )566 at vao trong khung cot thep Put in the reinforcement case567 ong ho o ap lc Manometer 568 ieu kien kh hau bat li Unfavourable climatic condiction569 o co ngot cuoi cung tong cong Total shrinkage570 o chat Compactness571 o xop rong ( cua BT ) Porosity ( of concrete )572 ieu kien moi trng Enviromental conditions573 ap , at ap , nen ap Embankment

E

574 E p mat cuc bo Located pressure575 E p va Gront , gronting576 Cap a ep va Gronted cable577 Cap tam khong ep va Temporaly non-gronted cable

G

578 Gia thiet c ban Basic assumption579 Gia thiet tnh toan Design assumption580 Giai oan at tai Load stage

581 Gian n Expanse582 Gian n t do Free expansion583 Giao trnh ( khoa hoc ) Course584 Gii han an hoi Elastic limit585 Gii han pha huy cua cot thep DUL Time-limit of the prestressed steel586 Goc ma sat trong Angle of interior friction587 Goi cao su Rubber bearing , neoprene bearing588 Gradien nhiet Thermal gradient589 Gn oan giao thong Interruption of traffic590 Giam sat thi cong Supervision of construction591 Gi cho thong tuyen ng Keep the line operating592 Goi cau Bearing593 Cac giai oan thi cong noi tiep nhau Implementation successive stages594 Giai oan chuyen tiep Trasition stage595 Goi trung gian ( tru cau ) Intermediate support

596 Goi bien ( mo cau ) End support597 Gieng chm Caisson598 Gieng chm BT uc tai cho Cast-in-place concrete caisson599 Gia thanh che tao Production cost600 Gia thanh thi cong Construction cost601 Gii han an hoi quy c Conventional elasticity limit602 Gang uc Cast iron603 Gi cho co nh Fixation604 Gi cho co nh vao van khuon Fixation on the form605 Ghi cua ng sat Point , turn out606 Goi co nh Fixed bearing607 Goi di ong Movable bearing608 Gan ung Approximate609 Gieng chm ch noi Floating caisson610 Gieng chm hi ep Air caisson611 Giang gio Bracing612 Gia tr quyet toan Definitive evaluation613 Go ep Laminate timber614 Ghep noi Connection615 Gan , sn ( cua ban ) Rib616 Giay rap Abrasive paper 617 Gia bua ong coc Pile driver 618 Gieng chm ao va set Bentonite lubricaated caisson619 Gieng chm ap ao Caisson on temporary620 Gii han cat trt Shear limit621 Gia thanh bao dng , duy tu Maintenance cost



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622 Gia thanh thay the Replacement cost623 Goi kieu c kh Mechamical bearing624 Goi con lan Roller bearing625 Goi trt t do Slipping bearing626 Go dan Ply wood627 Go trt co hng Guided sliding bearing628 Goi bang chat deo can Laminated elastonmeric bearing629 Giai phap ky thuat Technical solution630 Goi tetron Tetron bearing631 Gi co nh au cot thep To block the reinforcement end632 Gia 3 chan e lao cau ( dang dan ) Launching girder ( fruss type )

H

633 Ham lng cot thep trong BTCT Steel percentage in reinforced concrete634 He so an toan Coefficient of safety635 He so giam kha nang chu lc Coefficient of reduction of strength capacity636 He so ma sat do o cong Friction curvature coefficient637 He so poat xong Poisson's ratio638 He thong sieu tnh Hyperstatic systerm639 He thong tnh nh Static systerm640 He so tai trong Load factor 641 Hoat tai tam thi Temporary live load

642 Hng len pha tren Upward643 Hoa cng trong ieu kien bnh thng Hardening under normal condition644 Hnh ve tong the General view645 He so tnh oi Modular ratio646 He so an toan tng phan Partial safety factor 647 H hong ( h hong cuc bo ) Damage ( local damage )648 He so khong co th nguyen Dimensionless coefficient649 He so ma sat tren oan thang Linear friction coefficient650 He so mem cua cac nhp Span flexibility coefficient651 Hp long Closure652 He so ma sat trt Coeffcient of sliding friction653 Hoan cong Completion work654 Hp kim Alloy655 Ha lu Downstream side656 He so s dung Coefficient of utilization

657 He so lech tam Excentricity coefficient658 He so ong nhat Homogenity coefficient659 He so phan bo ngang Tranversal distribution coefficient660 Hoa cng cua BT Concrete ohardening661 He thong thoat nc , s thoat nc Drainage systerm662 Ho s mau , tai lieu hng dan Standard dossites directions663 Ho s thi cong Implementation dossites664 Hang , phan hang Cantilever 665 Hieu chnh To adjust666 Hnh dang trai xoan , hnh voan Oval667 Han cham Spot-weld668 Han tai cong trng Feild-weld669 Ham lng Content , dosage670 He mat cau Bridge floor 671 He so dan dai do nhiet Coefficient of thermal expansion

672 He so giam mat cat thep Coefficient of reduction of steel section673 Hang rao chan bao ve ng xe chay tren cau Vehicular railing , traffic railing674 Hang rao chan bao ve ng xe ap tren cau Bicycle railing675 He so to hp tai trong ( oi vi ) Load combination coefficient ( for ... )676 He so poat-xong Poisson's ratio677 Hoat tai Live load678 Hng gio Wind direction679 Hoat tai tac dung tren va he Sidewalk live load680 He so xet en tnh lien tuc cua cac nhp Coefficient of continuity of spans681 Hp ong Contrac , agreement682 Hp ong cung cap Supply contract683 Hp ong chuyen gia Expertise contract684 Ham lng xi mang Cement content dose685 Ham lng cot thep Aggregate content dose

K

686 Ket cau DUL lien hp Composite prestressed structure687 Ket cau DUL lien khoi Monolithic prestressed structure688 Ket cau hien co Esisting structure689 Ket cau nhp Span structure690 Ket cau sieu tnh Hyperstatic structure691 Kha nang chu lc a tnh toan Calculated bearing capacity692 Khac Notch693 Khoang cach Spacing , distance



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694 Khoang cach gia cac cot ai trong sn dam Spacing of stirrups in the web695 Khoang cach gia cac cot thep DuL Spacing of prestressing steel696 Khoang cach gia cac dam Girder spacing697 Khoang cach t tim en cac dam Distance from center to center of beams698 Khoi ban mat cau uc san Precast deck panel699 Khoi au neo Anchored end block700 Kho Dry701 Khe bien dang cho cau Bridge expansion joint , road joint702 Khe noi Joint703 Khung Frame704 Kch Jack705 Kch det,kch a Flat jack706 Kch n e keo cang cho mot bo xoan Monostrand jack707 Kiem tra , kiem toan Control , checking708 Ket qua th nghiem cau Bridge test result709 Kha nang chu tai Load capacity , bearing capacity710 Khung kieu cong (khung h) Open frame711 Ket cau nhp ban lien tuc Continuous slad structure712 Ket cau nhp ban co lo rong Hollow slab structure713 Ket cau lien hp thep,BTCT Composite steel714 Kch thc danh nh Nominal size715 Keo dai cot thep To extend reinforecement716 Khu vc chu keo cua BT Tension zone in concrete717 Kha nang chu cat cua mat cat Shear capacity of the section718 Khu vc neo Anchorage region , anchorage zone719 Ket cau uc BT tai cho ( dam , ban , cot ) Cast in situ structure (beam,slab,column)720 Kie m tra chat lng BT Checking concrete quality721 Keo cang khong ong thi Non simultaneous tensioning722 Khong thay o i doc nhp Constant along the span723 Kieu cau Bridge type724 Ket cau ben di Substructure725 Keo to ng hp Synthetic resin726 Kch e tao DUL Prestressing jack727 Keo cang Tensioning728 Khoan To bore , boring729 Khoi neo Anchor block730 Ket cau ben tren Super structure731 Ket cau c lien ket bang han Welded structure732 Ket cau c lien ket bang bu long Bolted connection structure733 Khp noi , chot noi Hinge734 Khuay tron To mix735 Khuon hnh chop cut e o o sut BT Cone for testing slump of concrete736 Khi cong Starting of the construction737 Khe noi thi cong , vet noi thi cong Erection joint738 Khe co dan , khe bien dang Expansion joint739 Khoi xay ln ac Massive740 Ket cau khung sn Frame structure , web structure741 Ket cau lien hp thep , BTCT Composite structure742 Khoang Panel743 a hnh hoc744 Khao sat a hnh Topography745 Khu khuyet tat cua cong trnh Structural defect746 Khuyet tat lo ra ( trong thay c ) Apparent defect747 Khuyet tat an dau Hidden defect ( not in view )748 Khao sat thuy van Hydrologic investigation749 Khao sat thuy lc Hyraulic investigation750 Khoang cach gia cac banh xe Spacing of wheels751 Kiem tra thc nghiem Experimental control752 Kha nang chu tai cua at nen Bearing capacity of the foundeation soils753 Kha nang chu tai cu coc theo VL ket cau Bearing capacity of the pile754 Kha nang chu tai cua coc theo at nen Bearing capacity of the pile by foundeation soils755 Khau o thoat nuc Waterway opening756 Khoang cach gia cac truc xe Spacing of wheel axle757 Ket cau nhp co nhieu sn dam chu Multi-beam deck , multi-beam bridge758 Khoang cach t tam en tam cua cac ... Distance from center to center of ...759 Khoang cach trong ( nhp trong ) Clear span760 Kha nang chu tai cua coc Bearing capacity of pile761 Khoang cach gia cac tru cau Piler spacing762 Ky hieu Notation763 Ky s co van Constant engineer 764 Keo epoxy Epoxy rein765 Kha nang hap thu ( lam tat dao ong ) Vibration-absorbing capacity766 Kch ay Pushing jack767 Kch trt tren teflon Sliding jack on teflon768 Kch thuy lc Hyraulic jack769 Kch e keo cang cap co nhieu bo si xoan Mutistand jack770 Kch e keo cang mot bo si xoan Monostrand jack771 Khoang cach gia cac mau neo Spacing of anchors772 Kch thc bao ngoai Overall dimention773 Kch 2 tac dung co piston trong Double-action jack with internal piston



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774 Khoi neo , au neo Anchorage block775 Kch co bo ngam gi cap pha trc Jack with front gripper776 Kch co bo ngam gi cap pha sau Jack with back gripper 777 Keo cang cot thep tng phan Partial pretensioning778 Keo cang cot thep theo tng giai oan Pretensioning by stages779 Kiem tra e nghiem thu Acceptance control780 Kiem tra trong qua trnh san xuat Production supervision781 Kch thc tnh bang milimet Dimension in mm782 Khoang cach gia cac dam ngang Spacing between cross beams

783 Khi cong xay dng Starting of the construction784 Keo thuan tuy Pure tension

L

785 Lan can tren cau Railing786 Lao ra bang cach trt Launching by sliding787 Loi hnh xoan oc trong bo si thep Spiral core in the steel788 Loi nem neo ( hnh chop cut ) Male cone , edge789 Lo e bm va vao ong cha cap Grout hole790 Lo mong Mortise791 Lp BT bao ho Protective concrete cover 792 Lp phong nc ( lp cach nc ) Water proofing layer 793 Lp phu mat va he Sidewalk cover

794 Lnh vc ap dung Application field795 Lc cat Shear force796 Lc cat a nhan he so Factored shear force797 Lc cat nam ngang Horizontal shear 798 Lc cat thang ng Vetical shear 799 Lc doc truc Axial force800 Lc ong at Earthquake force801 Lc kch ( e keo cang cot thep ) Jacking force802 Lc tac dung t pha ben ( lc hong ) Lateral force803 Lc tap trung Concentrated force804 Li cot thep Reinforcement mesh805 Li cot thep si han Weided wire fabrie , weided wire mesh806 Lc keo Tensile force807 Luon cap vao kch808 Ly thuyet am Beam theory

809 Ly thuyet na xac suat Semi probability theory810 Ly thuyet xac suat ve o an toan Semi probability theory of safety811 Ly thuyet t bien tuyen tnh Theory of liner creep812 Lien ket , noi Joint , conection , splice813 Lc nen cuc bo Local compression814 Lien ket trt Sliding joint815 Lc hng tam Radial force816 Lc va cham Impact817 Lc va cham do xe chay lac l Rolling impact818 Lc va cham do ng khong eu Impact due to track irregularity819 Lan xe Lane , traffic lane820 Lan xe thiet ke Design lane821 Lc cat do phan BT chu Shear carried by concrete822 Lc cat do tnh tai , hoat tai Shear due to deal load ( live load )823 Lo thung , lo khoan Hole

824 Luon cap qua Cable passing825 Lo hnh chop cut Conic hole826 Lap dng Erection827 Lc xiet bu long Bolt tightening force828 Lech tam Eccentric829 Lap at thiet b Installation830 Lao cau Bridge launching831 Lien ket cng Rigid connection832 Lien ket mem Flexible connection833 Lien khoi Monolithic834 Lp Layer 835 Lp nc Water layer 836 Lp cot thep ben di Lower reinforce layer 837 Lc ay , lc ay ngang Pushing force lateral838 Ly trnh ( ly trnh X ) At kilometre

839 Lp ma kem Zine covering840 Lu lng thiet ke Design flow841 Lc ly tam Centrifugal force842 Lu lut Flood843 Lu lch s Historical flood844 Lc doc Longitudinal force845 Lc lat o Overturning force846 Lc do nhiet Thermal force847 Lc do dong nc chay tac dung vao mo cau Force due to stream , current on piler848 Lu thiet ke Design flood849 Lc ay noi ( lc Acximet ) Buoyancy



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850 Lay mau th Sampling851 Lien ket bu long Bolted connection852 Lam cham lai To retard853 Lap ke hoach thi cong Work planning854 Lc va ngang cau ( doc song ) Frontal impact force855 Lc va doc cau ( ngang song ) Lateral impact force856 Lun ( s lun , o lun ) Settlement857 Li toa o quoc gia National coordinate grid858 Long cot thep Reinforcement cage859 Lu lng xe tren ng Traffic volume860 Lc tnh Statical force861 Lc ong Dynamic force

M

862 Mat mat d ng suat Loss of prestress (prestress losses)863 Mat mat do co ngan an hoi Loss due to elastic shortening864 Mat mat do co ngot BT Loss due to concrete shrinkage865 Mat mat do ma sat Friction losses866 Mat mat do t bien BT Loss due to relaxation of concrete867 Mat mat do t chung cot thep DUL Loss due to relation of prestressing steel868 Mat mat d ng suat luc at mau neo Loss at the anchor , loss due to anchor slpping869 Ma sat Friction

870 May bm va lap long ong Grout pump871 May cat cot thep Cutting machine872 May ay cap vao trong ong cha cap Pushing machine873 May tron va Grout mixer 874 Mat cat co ban canh ( T , hop ) Flange section (T,I box section)875 Mat cat lien hp Composite section876 Mat cat ngang Cross section877 Mat cat gia nhp Midspan section878 Mat cat chu lc bat li nhat The most unfavourable solicited section879 Mat cat tren goi On-bearing section880 Mat cat ch nhat Rectangular section881 Mat cat khoet rong Voided section882 Mat cat ac Plain section883 Mau neo Anchor 884 Mau th ai dien Representative specimen

885 Mau th BT hnh tru Cylinder , test cylinder 886 Mau th e kiem tra Test sample887 Mat cat hnh nhan Circular section888 Momen uon Bending moment889 Momen uon do hoat tai Live load moment890 Momen gay nt Cracking moment891 Momen gay xoan Torsional moment892 Momen th cap do DUL Secondary moment due to prestressing893 Momen a nhan he so Factored moment894 Momen quan tnh Moment of inertia895 Momen tnh cua pha mat cat ben tren Statical moment of cross section above or belong896 hoac ben di cua th ang xet chu cat the level being considered for shear about the897 lay vi truc trung hoa neutral axis898 Mo dun an hoi Modulus of elasticity899 Mo un bien dang Moduls of deformation

900 Mo cau Abutment , end support901 Mo tru cau ( noi chung ) Supports902 Moi trng Environment903 Mot cach oi xng Symetrically904 Mot cach rai eu Uniformly distributed905 May o lp BT bao ve cot thep Cover-meter , rebar locator 906 May th keo Tensile test machine907 Mau th lay ra t ket cau that Sample taken out from the actual structure908 May th moi Fangue test machine909 Moi trng an mon Corrosive environment910 Moi r Corrosive fatigue911 May cao ac ( may thuy bnh ) Levelling instrument912 Moc trac ac Fix point913 Momen cc han Ultimate moment914 Mat cat doc Longitudinal section

915 Mong Foundation916 M rong cua sn dam Widening of web917 Mo un co hieu qua Effective moduls918 Moc cau ( au cot thep ) Hook919 Moi noi chong len nhau cua cot thep Lap joint920 Mat cat BT a b nt Cracked concrete section921 Mat cat BT cha b nt Uncracked concrete section922 Mat cat ch T ngc Inverted T section923 Momem tnh nh do ng lc Static moment of prestressing924 Momem sieu tnh do ng lc Hyperstatic moment of prestressing925 Mo ta Description



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926 Mong coc Pile foundation927 Moi noi hien trng Field conection928 Moi noi hien trng bang bu long Field connection use high strength bolt929 cng o cao930 Moi Fatigue931 Mat cat co momem cc ai Section of maximum moment932 Mat cat vuong Square section933 Momem lat o Overturning moment934 Momem gi chong lat o Righting moment935 Ma sat trt Sliding frictin936 Momem khang uon cua mat cat Section modulus937 Momem khang uon th tren cung oi vi Section modulus of top fiber referred to of938 trong tam mat cat gravity939 Mat cat c xet Cosidered section940 Moi noi cap DUL keo sau Coupler 941 Mong sau Deep foundation942 Mong nong Footing , shallow foundation943 Mu coc , em au coc Pile944 Mui luyen , o khum Camber 945 Mat bch , cai bch noi cong Cylinder base946 Mat tt Mastic947 May o ghi dao ong Oscillograph948 Mai doc Slop949 Mat bang , ke hoach Plan

950 Mat bang v tr cong trnh Engineering site plan951 Mat ngoai cong trnh Outer view of construction952 Ma ken , lp ma kem Zinc covering953 Mc nc tan suat 1% Water level of return period 100 years954 Mao dan Capillarity955 Mau th khoi vuong BT Concrete cubic sample956 May nen th BT Concrete sample compressive machine957 Mat cat ngang dong nc Stream cross section958 Mep hang cua ban Cantilevering edge of the slab959 Mat cat a chat Geological profile960 Mui coc Pier tip961 Mo kieu trong lc Gravity abutment962 Mat mat d ng suat do bien dang tc thi Loss due to concrete instant deformation since963 cua BT khi keo cang cac cap lan lt non simultaneous prestressing of strands964 May khuay Agitator , shaker

965 Moun bien dang doc tc thi cua BT Modulus of concrete instant longitudinal966 (moun young) deformation967 Mau th e kiem tra trong qua trnh thi cong Control sample during the construction968 Momem khang uon cua mat cat oi vi Section bending modulus with respect to top969 th tren cung ( di cung ) (bottom) fibers970 Moi noi hp long ( oan hp long ) Closure joint

N

971 Nang len (s nang len) To lift (lifting)972 Nen thuan tuy Pure compression973 Neo chu ong Active anchorage974 Neo dang thanh dang ng e noi 2 Vertical rod anchorage type for joining the975 phan BTCT khac nhau two different reinforced concrete parts

976 Neo ngoai Exterior anchor 977 Neo trong Internal anchor (submerge)978 Neo thu ong Passive anchor 979 Neo nh lc dnh bam Anchor by adherence980 Nen a Rock base981 Nhp tnh khong Clear span982 Nhom cot thep Reinforcement group983 Nguon cung cap vat t , may moc Plant supplier 984 Noi lc Internal force985 Noi khp To connect by hinge986 Noi tiep nhau Successive987 Nguyen nhan h hong Cause for deterioration988 Nhc iem Drawback , shortcoming989 Ngng an toan toi thieu Minimum safety margin990 Nt nghiem trong Severe cracking

991 Nhp goi gian n Simply supported span992 Ngan han (tai trong ngan han) Short-term (short load)993 Noi suy tuyen tnh Linear interpolation994 Nen bep cuc bo ( cho at goi) Local crushing995 Nghien cu s bo trc Preliminary study996 Ngoai lc External force997 Neo kieu dnh Stud shear connector 998 (cua dam thep lien hp be tong)999 Nghiem thu Acceptance

1000 Noi cac oan cap DUl keo sau Connection strand by strand1001 Nhan thau To accept tenders



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1002 Ngi goi thau (ben A) Owner (Party A)1003 Ngi nhan thau , nha thau (ben B) Contractor (Party B)1004 Neo (cua dam thep lien hp ban BTCT Connector 1005 Neo quai , neo vong (dam BTCT) Anchoring1006 Neo kieu bang thep goc (dam BTCT) Corner connection1007 Neo kieu inh (dam BTCT) Stud connector 1008 Nen ng ao Excavated embankment1009 Nen ng ap Embankment1010 Nhao tron Mix1011 Noi ong Joint steelve1012 Nhung kim loai trong thep ong e chong r Hot galvanization , to galvanize1013 Nhan cong , tien cong th Labour , labour cost1014 Nut ( trong mang li) Node1015 Noi chong Overlap-lap1016 Nhp , khau o Span1017 Nc mat Surface water1018 Nc ngam Ground water 1019 Nhiet o dng ho BT Curing temperature1020 Nhiet o gia nh luc lap rap Assumed temperature at the time of erection1021 Nhiet o khong kh Air temperature1022 Nho bat len Uplift1023 Nhp lien tuc Continuos span1024 Nhom coc Group of piles1025 Noi ghep , noi dai ra Splice1026 Neo trong at (dung cho ham , tng chan) Ground anchor (for tunnel , retaining wall)1027 Nhp eo Suspended span1028 Nut neo (chem trong mau neo DUL) Anchoring plug1029 Nut neo a c chem san trong mau Preblock plug1030 neo thu ong1031 Neo ngam (nam trong BT) Submerged anchor intergrated in the concrete

O

1032 O ng mem (cha cap thep DUL) Flexible sheath , duct1033 gia nhp At mid span1034 O ng thep nhoi BT Steel pipe filled with concrete1035 O ng neo cua mau neo trong ket cau DUL Trumpet , guide1036 keo sau

1037 O ng cong Culvert1038 O ng co re nhanh Branchy pipe1039 O mau tren be mat BT Efforescence1040 O ng thep hnh tron Round steel tube , pipe1041 O ng bang polyetylen mat o cao High density polyethylence duct1042 O ng cha cot thep DUL Duct

P

1043 Pha hoai Failure1044 Phan lc Reaction1045 Phan bo lai noi lc Force redistribution1046 Phan tch thanh phan hat cua vat l ieu Material grading , size grading1047 Phan ng xe chay Roadway , carriageway

1048 Phong th nghiem Laboratory1049 Phong thiet ke Design office1050 Phu tung Accessories , spare parts1051 Phun BT kho Dry guniting1052 Phun BT t Wet guniting1053 Phng phap keo cang sau khi o BT Post-tensioning method1054 Phng phap keo cang trc khi o BT Pre-tensioning method1055 Phng phap thi cong hang Canlilevering construction method1056 Phng phap xay dng Method of construction1057 Phng phap kiem tra bang tham chat mau Dye penetrant examination1058 Phng phap kiem tra bang t trng Magnetic particle examination1059 Phng phap kiem tra bang dong xoay Eddle current testing1060 Phng phap th bang sieu am Utrasonic testing1061 Phng phap kiem tra bang tia phong xa Radiography method1062 Phng phap kiem tra bang phat quang Fluorescent method

1063 Pham vi Scope , field1064 Phng phap th co pha huy mau Destructive testing method1065 Phng phap th khong pha huy mau Non-destructive testing method1066 Phun va lap long ong cha CT DUL Grouting1067 Phng phap phan tch thong ke Statistical method of analysis1068 Pham vi ap dung Field of application1069 Pham vi an toan Safety field1070 Phan bo tai trong Load distribution1071 Phng phap thc nghiem Empirical method , experimental method1072 Phu gia Admixture , additive1073 Phu gia chong tham Waterproofing admixture



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1074 Phu gia tang cng nhanh BT Accelerator , earlystrength admixture1075 Phu gia lam cham hoa cng BT Retarder 1076 Phu gia pozulan Puzzolanic admixtur , puzzolanic material1077 Phan bo ap lc Pressure distribution1078 Phan bo ng suat Stress distribution1079 Phng phap lao tng ot , Incremental launching method1080 phng phap uc ay1081 Phu ma kim loai e bao ve chong r Metallization1082 Phng phap th Testing method1083 Phan boc thep gia co mui coc Steel reinforced part at pile tip1084 Phng phap dng ho BT Method of concrete curing1085 Phan bo doc cua tai trong banh xe Longitudinal distribution of the wheel axle load1086 Phan bo ngang cua tai trong banh xe Laterl distribution of the wheel axle load1087 Phan bo ngang Transverse distribution , lateral distribution1088 Phan bo lai Redistribution1089 Phng phap lap ghep Erection method1090 Phan lc goi Support reaction1091 Phng phap sa cha Repair method1092 Phan bo mot cach tuyen tnh Linear distribution

Q

1093 Qui trnh Specifications , code

1094 Qua mc (bien dang qua mc) Excessive (excessive deflection)1095 Qyi trnh , qui tac Specifications1096 Qua bua Ram1097 Qua tai Over load1098 Quay Rotation1099 Quay t do tren goi On-bearing free rotation

R

1100 Ranh thoat nc Open channel1101 Ro be mat Surface void

S

1102 Sau khi nt After cracking1103 Si n le Single wire , individual wire1104 S bien oi s o tnh hoc Change of statical schema1105 S bien oi nhiet o Temperature change1106 S boi trn Lubrication1107 S bo tr cot thep Installation of reinforcement1108 S co ngan Shortening1109 S dan n Expansion1110 S at tai lech tam Eccentric loading1111 S lien ket , s noi Connection , joining1112 S pha huy Failure1113 S phan bo lc gia Force distribution between1114 S phan bo theo chieu doc cua banh xe Longitudinal distribution of wheel loads

1115 S phan tch an hoi ( oi vi ket cau) Elastic analysis1116 S keo cang qua mc Overtension1117 S tap trung ng suat Stress concentration1118 S noi cot thep DUL Coupling1119 Sc chu moment danh nh Nominal momemt strength of a section1120 Sn (ban bung cua mat cat I,T hop) Web1121 Sn tang cng ng cua dam Vertical stiffener 1122 Sn Painting1123 Sai sot (khong chnh xac) trong thi cong Inaccuracy in construction1124 Sai so cho phep (dung sai) trong thi cong Allowable tolerance in construction1125 So lieu th nghiem Test data1126 Sn cng doc (nam ngang) Longitudinal stiffener 1127 Sn cng ngang (thang ng) Transverse stiffener 1128 S dung Use1129 So le Alternate

1130 S bo tr Arrangment1131 San nen , don mat bang Scrape , to grade1132 Sieu cao Superelevation1133 Soi Coarse gravel1134 Soi nho , soi ap vun Fine gravel , grit1135 Sa thach Sandstones1136 Sieu tnh Hyperstatical1137 Sn lot Inpression1138 Sung bat nay e th cng o BT Concrete test hammer 1139 So bat nay tren sung th BT Rebound number 1140 Set Clay



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1141 Suy thoai (lao hoa) Ageing1142 San pham Product1143 San xuat Production1144 Sau khi neo xong CT DUL After anchoring

T

1145 Tieu chuan Code , standard , specification

1146 To hp tai trong Load combination1147 To hp c ban (chnh) Basic combination1148 To hp tai nan (ac biet) Accidental combination1149 To hp hiem Unusual combination1150 To hp thng xuyen Frequent (permanent) combination1151 To hp hau nh thng xuyen Quasi-premanent combination1152 Tnh tai bo sung sau Additional deal load1153 Trang thai gii han Limit state1154 Trang thai gii han khai thac Serviceability limit state1155 Trang thai gii han cc han Ultimate limit state1156 Trong lng oan (ot ket cau) Segment weight1157 Trong lng ban than Seft weight , own weight1158 Trong lng rieng cua BT Concrete unit weight , density of concrete1159 Trong tam Center of gravity1160 Trong tam tnh cho mot n v dien tch Surface weight

1161 Trong qua trnh keo cang cot thep During stressing operation1162 T trung Relaxation1163 Truc trung tam Center line1164 Tru cau Pier , intermediate support1165 Tng chan Retaining wall1166 Tang Turn-buckle1167 Tai trong tc thi Instant load1168 Ty le ham lng CT thng trong mat cat Ratio of non-prestressing tension reinforcement1169 Ty le CT DUL Ratio of prestressing steel1170 Th trong phong th nghiem Laboratory testing1171 Th nghiem ve va ap Impact testing1172 Th nghiem ve moi Fatigue testing1173 Tnh trang bao dng duy tu kem Poor state of maintenance1174 Tac nghen hoat ong tren tuyen Operational bottlenecks on the line1175 Thanh phan BT Concrete composition

1176 Theo trnh t u tien In order of priority1177 Thay the kha n cap Immediate replacement1178 Tnh toan bang tay Hand caculation1179 Ty le pha tron hon hp BT Mix proportion1180 Ty trong cua vat lieu Density of material1181 Tuo i at tai Age of loading1182 Tng chan at Retaining wall1183 Tng canh (vuong goc) Side wall1184 Tng canh (xien goc) Wing wall1185 Trang thai cha nt Uncracked state1186 Tng thch bien dang gia thep va BT Compatibility of strains between steel and concrete1187 Trang thai a co vet nt Cracked state1188 Tnh toan theo ng suat cho phep Allowable stress design1189 Tnh toan theo trang thai gii han Limit state design1190 Ty le chieu dai nhp tren chieu cao dam Span length ratio

1191 Trang thai gii han ve m rong vet nt Cracking limit state1192 Trang thai gii han khai thac ve m rong vet n Serviceability limit state state of cracking1193 Tr so trung gian Average value , intermediate value1194 Ty so cua cac mo un an hoi thep BT Ratio of reinforced-concrete elastic modulus1195 Th nghiem ket cau Structural testing1196 Th nghiem tren mo hnh Model testing1197 Thc nghiem Experiment1198 Th nghiem khong pha hoai Nondestructive testing1199 Th nghiem en luc pha hoai Testing to failure1200 Trt Glissement , sliding1201 Tac ong cua kh hau Climate effect1202 Trang thai gii han ve bien dang Deformation limit state1203 Trang thai gii han cc han ve on nh hnh dan Shape stability ultimate limited state1204 Trng hp thong thng Current case1205 Th nghiem nhanh Accelerated test

1206 Thi han thi cong thc te Actual construction time1207 Tut trt au CTDUL trong mau neo Anchor sliding1208 Thep co o t chung thong thng Normal relaxation steel1209 Thep co o t chung rat thap Low relaxation steel1210 Tam nen Centre of pressure1211 Tai trong bien oi t Load of little variation1212 Ty le gia tnh tai va hoat tai Dead to live load ratio1213 Tong tai trong len mot truc xe Total load on all axies1214 Tai trong dai Lane loading , lane load1215 Tai trong xe o to van tai Truck loading , truck load1216 Tai trong truc Axle loading , axle load



17/37


1217 Thep ket cau Structural steel1218 Thep chong r do kh quyen Amospheric corrosion resisting steel1219 Thep chu thi tiet ( khong can sn ) Weathering steel (need not be painted)1220 Thep du ng suat Prestressing steel1221 Toan o Abac , abacus1222 Tac ong vom , hieu ng vom Arch action1223 Tac dung , tac ong Action , effect1224 Tac ong mai mon Abrasive action , wearing action1225 Tac dung lam cham lai Delayed action1226 Tac dung cuc bo Local action1227 Tac dung bemat Surface action1228 Tng chan kieu trong lc Gravity retaining wall1229 Tng chan co cac tng chong pha sau Counterfort wall1230 Tng chan co cac tng chong pha trc Buttressed wall1231 Tng trc cua tng chan at Stem front wall of retaining wall1232 Tnh toan thuy lc Hydraulic analysis1233 Tnh toan thuy van Hydrologic analysis1234 Thoat nc Drainage , sewage1235 Thoat nc ngang ng o to Transverse drainage of the roadway1236 Thoat nc doc Longitudinal drainage1237 Th tai (th nghiem chu tai) Load test1238 Tai trong tap trung Concentrated load1239 Thanh nam ngang song song cua rao chan Parapet1240 bao ve tren cau(tay vn lan can cau)1241 Tai trong nang bat thng Infrequent heavy load1242 Toc o thiet ke cua xe Design speed of vehicle1243 Tnh toan theo tai trong khai thac Service load design1244 Tnh toan theo he so tai trong Load factor design1245 Tai trong gio tac dung len ket cau Wind load on structure1246 Tai trong gio tac dung len hoat tai tuy theo Wind load on live load in accordance with ...1247 Trung bnh Average1248 Th nghiem tai hien trng Field test1249 Tr so gan ung Approximate value1250 Tien hanh , thc hien To carry out1251 Tai trong th Test load1252 Th nghiem coc Pile test1253 Thay oi Change1254 Thay oi nhiet o Temperature change1255 Tham , tham nhap Penetration1256 Tham nc Water penetration1257 Tham chat cloride Chloride penetration1258 Tac ong cua ong at Earth quake effect1259 Tron , pha tron Mix1260 Thiet n thi cong Construction equipment1261 Tuoi tho , o ben lau Durability , life time1262 Thiet b lao lap cau Launching equipment1263 Thiet ke Design , conception1264 Thiet lap , lap at , trang b Installtion1265 Thch ng vi , thch nghi vi Adaptation , to adapte1266 Thiet b phan phoi BT Equipment for the distribution of concrete1267 Tang cng cau Strengthening of bridges1268 Tang cng To strengthen , strengthening1269 Thi cong ma khong lam ngng thong xe To carry out without interrupting traffic flow1270 qua cau on the bridge1271 Tnh lien khoi Monolithism1272 Tut lui cua nut neo Anchor slipping1273 Trc khi neo CTDUL Before anchoring1274 Sau khi neo CTDUL After anchoring1275 Tr so khoan Contract price1276 Tuoi cua BT luc tao DUL Concrete age at prestressing time1277 Tr so qui c Conventional value1278 Toi u hoa Optimization1279 Thiet b o Measure equipment1280 Ty le nc / xi mang Water/cement ratio1281 Th nghiem nen v Crushing test1282 Th nghiem nen v che oi (theo ng knh) Crushing test by splitting (after the diameter)1283 Tai trong tac dung ngan han Short-term load1284 Tai trong tac dung dai han Long-term load1285 Thi iem at tai Loading time1286 Trang thai gii han mat nen Decompression limit state1287 Trang thai gii han ve hnh thanh vet nt Cracking limit state1288 Trang thai State condition1289 Toa o Coordinate1290 Ty le ( trong ban ve ) Scale

U

1291 U chuye n hng Deviator 1292 U neo ngoai at them Blister



18/37


1293 Uon thuan tuy Pure flexure1294 ng lc tnh toan Calculation force1295 ng suat cat trt Shear stress1296 ng suat cat cho phep Permissible shear stress1297 ng suat co hieu Effective stress1298 ng suat ban au Initial stress1299 ng suat do nhiet Thermal stress1300 ng suat an hoi cua cot thep DUL Elastic stress of prestressing steel1301 ng suat cho phep Allowable stress , permissible stress1302 ng suat nen Compressive stress1303 ng suat keo Tensile stress1304 ng suat keo chu Main tensile stress1305 ng suat khai thac Working stress1306 ng suat gay ra nt Cracking stress1307 ng suat cot thep DUL sat neo sau khi Stress at anchorages after steating1308 thao kch1309 ng suat trung bnh Average stress1310 ng suat tc thi Instant stress1311 ng suat thep au kch keo cang Steel stress at jacking end1312 ng suat dnh bam Bond stress1313 ng suat v tung cua BT Bursting concrete stress1314 ng suat cua BT th at cap DUL Concrete stress at prestressed leved1315 c lng khoan cua cac matmat Estimated losses1316 ng suat pha huy bao am Guaranteed rupture stress

1317 ng suat do uon Bending stress1318 ng suat do co ngot Shrinkage stress1319 ng suat do tnh tai Stress due to desd load1320 ng suat ta (ep mat) di ban mau neo Bearing stress under anchor plates1321 ng suat yeu cau (cua cap DUL) Required stress of tendon1322 c lng bang ly thuyet Theorettical estimation1323 ng lc Stress1324 ng suat Stress , unit stress1325 ng suat do o hp tnh tai , hoat tai va Combined dead , live load and impact1326 xet xung kch1327 ng suat thiet ke Design stress1328 ng suat tnh toan Calculation stress1329 ng suat phap Normal stress

V1330 Van khuon di ong Movable form1331 Van khuon ay Bottom form1332 Van khuon Form , mould1333 Vat lieu bao phu Covering material1334 Vat lieu ong chat Homogenous material1335 Vat lieu phu e bao ve CT DUL khoi r Coating material to protect prestressing steel from1336 hoac giam ma sat khi cang cot thep corrosion or reduce friction when tension1337 Vet nt ang phat trie n Cracking development1338 Vet nt hoat ong Developing crack1339 Vet nt thu ong Passive crack1340 Vet nt xuyen Through crack1341 Vet nt on nh Stable crack1342 Vet nt nho li ti Micro crack

1343 Va he tren cau Sidewalk footway1344 Viec ma kem Galvaning1345 Voi phun va Grout vent1346 Vi ieu kien rang... Under condition of 1347 Vung at mau neo , vung neo Anchorage zone1348 Vung au cau kien End none of the member 1349 Va e trat Mortar 1350 Vung BT chu nen Compressed concrete zone1351 Vat lieu cng o cao High strength material1352 V tung vung at neo Brusting in the region of end anchorage1353 Va e phun , e tiem Grout1354 Vach ngan Diaphragm1355 Vm Arch1356 Vai ( phan vat nh ket cau ) Chamfer 1357 Vay kim loai Scale

1358 Voi nc Tap , faucer 1359 Vong em , rong en Washer 1360 Vong em venh , rong en venh Grower's washer 1361 Vut cua dam Rising grade1362 Voi Lime1363 V tr cau Bridge location , bridge site1364 Va cham , va ap Impact1365 Vo thep Metal shell , steel sheath1366 Vat lieu cua mong Foundation material1367 Vet nt do uon Bending crack1368 Vet nt do cat Shearing crack



19/37


1369 Va khong co ngot Non-shrink , mortar grout1370 Va xi mang cat e phut Cement-stand grout1371 Vo boc polyethylen o cao cua cap d High density polyethylen sleeve of prestressing1372 ng lc strnd1373 V du tnh toan Example of calculation

X

1374 Xa lo Highway1375 Xac nh s bo kch thc Dimensioning , to dimension1376 Xac suat Probability1377 Xam thc cua moi trng Environment agressive1378 Xi mang Cement1379 X nghiep Enterprise1380 Xoan Torsion1381 X ly be mat BT Concrete suface treatment1382 X ly nhiet cho BT Concrete thermal treatment1383 X nghiep duy tu Maintenance enterprise1384 Xa mu ( cua tru , mo ) Cap beam1385 X ly so lieu Data processing treatment1386 Xi mang n Expanding cement1387 Xoi l Scour 1388 Xoi chung General scour1389 Xoi cuc bo Local scour 1390 Xoi nc e ha coc Pile driving by using to wash away the ground1391 Xam thc Agressive1392 Xi mang Pooclan Portland cement1393 Xep hoat tai ( bo tr hoat tai ) Disposition of live load1394 Xe tai Truck1395 Xe tai keo smi r moc Tractor truck1396 Xuyen vao Penetration go though



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ENGLISH -VIETNAMESE TECHNICAL TERM DICTIONARY - 20 -

A1 Abac , abacus Toan o2 Abrasive action , wearing action Tac ong mai mon3 Abrasive paper Giay rap4 Abutment , end support Mo cau5 Accelerant Chat lam tang nhanh qua trnh6 Accelerated test Th nghiem nhanh7 Accelerator , earlystrength admixture Phu gia tang cng nhanh BT8 Acceptance Nghiem thu9 Acceptance control Kiem tra e nghiem thu

10 Accessories , spare parts Phu tung11 Accidental combination To hp tai nan (ac biet)12 Accuracy ( of test ) o chnh xac ( th nghiem )13 Action , effect Tac dung , tac ong14 Activator Chat hoat hoa15 Active anchorage Neo chu ong16 Activity of cement o hoat hoa cua ximang17 Actual construction time Thi han thi cong thc te18 Adaptation , to adapte Thch ng vi , thch nghi vi19 Additional Bo xung , them vao20 Additional deal load Tnh tai bo sung sau21 Adjustment , to adjust ieu chnh,can chnh cho ung

22 Admixture , additive Phu gia23 After anchoring Sau khi neo xong CT DUL24 After anchoring Sau khi neo CTDUL25 After cracking Sau khi nt26 After sale service Dch vu sau khi ban hang27 Age of loading Tuoi at tai28 Ageing Suy thoai (lao hoa)29 Agggressive corrosive agent Chat xam thc30 Aggregate Cot lieu ( soi a )31 Aggregate content dose Ham lng cot thep32 Agitator , shaker May khuay33 Agressive Xam thc34 Air caisson Gieng chm hi ep35 Air temperature Nhiet o khong kh36 Allowable stress , permissible stress ng suat cho phep

37 Allowable stress design Tnh toan theo ng suat cho phep38 Allowable tolerance in construction Sai so cho phep (dung sai) trong thi cong39 Alloy Hp kim40 Alluvion at boi,phu sa41 Alluvival soil at phu sa , at boi tch42 Alternate So le43 Amospheric corrosion resisting steel Thep chong r do kh quyen44 Amplitude of stress Bien o bien oi ng suat45 Anchor Mau neo46 Anchor block Khoi neo47 Anchor bolt Bu long neo48 Anchor by adherence Neo nh lc dnh bam49 Anchor plate Ban cua mau neo50 Anchor sliding o trt trong mau neocua au cot thep51 Anchor sliding o tut cua nut neo trong lo neo

52 Anchor sliding Tut trt au CTDUL trong mau neo53 Anchor slipping Tut lui cua nut neo54 Anchorage block Khoi neo , au neo55 Anchorage length Chieu dai oan neo gi cua cot thep56 Anchorage region , anchorage zone Khu vc neo57 Anchorage seating Bien dang cua neo khi DUL truyen t kch vao mau neo58 Anchorage zone Vung at mau neo , vung neo59 Anchored end block Khoi au neo60 Anchoring Neo quai , neo vong (dam BTCT)61 Anchoring plug Nut neo (chem trong mau neo DUL)62 Angle of interior friction Goc ma sat trong63 Annual amblient relative humidity o am tng oi bnh quan hang nam64 Apparent defect Khuyet tat lo ra ( trong thay c )65 Application field Lnh vc ap dung66 Approach viaduct Cau dan

67 Approximate Gan ung68 Approximate value Tr so gan ung69 Aqueduct Cau mang70 Arch Vm71 Arch action Tac ong vom , hieu ng vom72 Area of cross section ( cross section area ) Dien tch mat cat73 Area of reinforcement Dien tch cot thep74 Arrangement of longitudinal reinforcement cut-cut Bo tr cac iem cat t cot thep doc cua dam75 Arrangment S bo tr76 Aspiring pump , extraction pump Bm hut77 Assumed temperature at the time of erection Nhiet o gia nh luc lap rap78 At flanged part of steel girder phan ban canh dam thep79 At kilometre Ly trnh ( ly trnh X )80 At mid span gia nhp81 Atttachment , connection Cau kien lien ket

82 Automatic calculated design program Chng trnh tnh toan t ong

250296172.xls.ms_office ANH_VIET


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ENGLISH -VIETNAMESE TECHNICAL TERM DICTIONARY- 21 -

83 Automatic design sofeware programme Chng trnh thiet ke t ong84 Average Trung bnh85 Average stress ng suat trung bnh86 Average value , intermediate value Tr so trung gian87 Axial force Lc doc truc88 Axially load columm Cot chu tai ung truc89 Axle loading , axle load Tai trong truc

B90 Balanced strain condiction ieu kien can bang ng bien91 Basic assumption Gia thiet c ban92 Basic combination To hp c ban (chnh)93 Beam of constant depth Dam co chieu cao khong oi94 Beam reinforved in tension and compression Dam co ca co thep chu keo va chu nen95 Beam reinforved in tension only Dam ch c cot thep chu keo96 Beam theory Ly thuyet am97 Bearing Goi cau98 Bearing area Dien tch ta ( ep mat )99 Bearing capacity of pile Kha nang chu tai cua coc100 Bearing capacity of the foundeation soils Kha nang chu tai cua at nen101 Bearing capacity of the pile Kha nang chu tai cu coc theo VL ket cau102 Bearing capacity of the pile by foundeation soils Kha nang chu tai cua coc theo at nen

103 Bearing plate e mau neo DUL104 Bearing roller , bearing shoe Con lan , tru cua goi105 Bearing stress under anchor plates ng suat ta (ep mat) di ban mau neo106 Bed plate Be phan phoi lc107 Before anchoring Trc khi neo CTDUL108 Bending crack Vet nt do uon109 Bending moment Momen uon110 Bending stress ng suat do uon111 Bent-up bar Cot thep uon ngheng len112 Bentonite lubricaated caisson Gieng chm ao va set113 Bicycle railing Hang rao chan bao ve ng xe ap tren cau114 Bidding au thau115 Blister U neo ngoai at them116 Bolt Bu long117 Bolt tightening force Lc xiet bu long

118 Bolted connection Lien ket bu long119 Bolted connection structure Ket cau c lien ket bang bu long120 Bond Dnh bam121 Bond Chat dnh ket122 Bond stress ng suat dnh bam123 Bond transfer length Chieu dai truyen lc nh dnh bam124 Bonded tendon Cot thep DUL co dnh bam vi BT125 Bottom flange Ban canh di126 Bottom form Van khuon ay127 Bottom reinforcement Cot thep ben di ( cua mat cat )128 Bottom slab of box grider Ban ay cua dam hop129 Box girder Dam hop130 Bracing Giang gio131 Branchy pipe O ng co re nhanh132 Bridge end au cau

133 Bridge expansion joint , road joint Khe bien dang cho cau134 Bridge floor He mat cau135 Bridge for one traffic lane Cau cho mot lan xe136 Bridge for two or more traffic lane Cau cho 2 hay nhieu lan xe137 Bridge launching Lao cau138 Bridge location , bridge site Chon v tr xay dng cau139 Bridge location , bridge site V tr cau140 Bridge on curve Cau cong141 Bridge test result Ket qua th nghiem cau142 Bridge type Kieu cau143 Brusting in the region of end anchorage V tung vung at neo144 Buckling length Chieu dai uon doc145 Buoyancy Lc ay noi ( lc Acximet )146 Bursting concrete stress ng suat v tung cua BT147 Buttressed wall Tng chan co cac tng chong pha trc

C148 Cable passing Luon cap qua149 Cable trace ng truc cua cap150 Cable trace with segmental line ng truc cap gom cac oan thang151 Cable-stayed bridge Cau day xien152 Caisson Gieng chm153 Caisson on temporary Gieng chm ap ao154 Calculated bearing capacity Kha nang chu lc a tnh toan155 Calculation data D lieu e tnh toan156 Calculation force ng lc tnh toan157 Calculation note Ban ghi chep tnh toan



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158 Calculation stress ng suat tnh toan159 Camber Bien dang vong len160 Camber o vong ngc161 Camber Mui luyen , o khum162 Canlilevering construction method Phng phap thi cong hang163 Cantilever Hang , phan hang164 Cantilever beam Dam hang165 Cantilever bidge Cau hang166 Cantilever dimension o vn hang167 Cantilevering edge of the slab Mep hang cua ban

168 Cap Bt ay169 Cap Be tong bt ay ( cua coc , cua gieng ...)170 Cap beam Xa mu ( cua tru , mo )171 Capillarity Mao dan172 Capital repair , major repair ai tu173 Captor Cam bien e o ngsuat , o lc174 Carry , bear , resist , subject Chu tai175 Cast in place uc BT tai cho176 Cast in situ structure (beam,slab,column) Ket cau uc BT tai cho ( dam , ban , cot )177 Cast iron Gang uc178 Cast-in-place , post-tensioned bridgr Cau d ng lc keo sau , duc BT tai cho179 Cast-in-place concrete Be tong uc tai cho180 Cast-in-place concrete caisson Gieng chm BT uc tai cho181 Cast-in-place concrete pile Coc uc BT tai cho182 Cast-in-site concrete slab Ban mat cau uc be tong tai cho

183 Cause for deterioration Nguyen nhan h hong184 Cement Xi mang185 Cement content dose Ham lng xi mang186 Cement-stand grout Va xi mang cat e phut187 Center line ng truc , ng tim188 Center line Truc trung tam189 Center of gravity Trong tam190 Centerifugal pump , impeller pump Bm ly tam191 Centre of pressure Tam nen192 Centred restressing D ng lc ung tam193 Centrifugal force Lc ly tam194 Centrifugal hollow pile Coc rong ly tam195 Chamfer Vai ( phan vat nh ket cau )196 Change Thay oi197 Change of statical schema S bien oi s o tnh hoc

198 Characteristic strength Cng o ac trng199 Checking concrete quality Kiem tra chat lng BT200 Chloride penetration Tham chat cloride201 Circled bridge Cau vom202 Circular section Mat cat hnh nhan203 Clasp nail inh moc204 Class of loading Cap cua tai trong205 Clay at set206 Clay Set207 Clear span Khoang cach trong ( nhp trong )208 Clear span Nhp tnh khong209 Clearance , play o d,o long leo210 Climate effect Tac ong cua kh hau211 Closed length Chieu dai kch khi khong hoat ong212 Closure Hp long

213 Closure joint Moi noi hp long ( oan hp long )214 Coarse gravel Soi215 Coating material to protect prestressing steel from Vat lieu phu e bao ve CT DUL khoi r216 Cobble , stone a hoc,a xay217 Code , standard , specification Tieu chuan218 Coeffcient of sliding friction He so ma sat trt219 Coefficient of continuity of spans He so xet en tnh lien tuc cua cac nhp220 Coefficient of reduction of steel section He so giam mat cat thep221 Coefficient of reduction of strength capacity He so giam kha nang chu lc222 Coefficient of safety He so an toan223 Coefficient of thermal expansion He so dan dai do nhiet224 Coefficient of utilization He so s dung225 Cofferdam e quai (ngan nc tam)226 Cohesive soid at dnh ket227 Collar ai om vong quanh bang thep228 Columm Cot229 Combined dead , live load and impact ng suat do o hp tnh tai , hoat tai va xet xung kch230 Compact earth at chat231 Compacted sand Cat chat232 Compaction am betong cho chat233 Compactness o chat234 Company , corporation Cong ty235 Compatibility of strains between steel and concrete Tng thch bien dang gia thep va BT236 Competition Canh tranh237 Completion work Hoan cong238 Composite flexural member Cau kien lien hiep chu uon239 Composite girder bridge Cau dam lien hp240 Composite member Cau kien lien hp241 Composite prestressed structure Ket cau DUL lien hp242 Composite section Mat cat lien hp243 Composite steel Ket cau lien hp thep,BTCT



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244 Composite structure Ket cau lien hp thep , BTCT245 Compressed concrete zone Vung BT chu nen246 Compression flange width of T girder Chieu rong ban chu nen cua dam T247 Compression member Cau kien chu nen248 Compression reinforcement Cot thep chu nen249 Compressive strength at 28 day-age C chu nen 28 ngay250 Compressive stress ng suat nen251 Concentrated load Tai trong tap trung252 Concentrated force Lc tap trung253 Concret-filled pipe pile Coc ong thep nhoi BT lap long

254 Concrete Be tong255 Concrete age at prestressing time Tuoi cua BT luc tao DUL256 Concrete composition Thanh phan BT257 Concrete cover ( Concrete protective layer ) Be tong bao ho ( benngoai cot thep )258 Concrete cubic sample Mau th khoi vuong BT259 Concrete hinge Chot BT260 Concrete ohardening Hoa cng cua BT261 Concrete proportioning Cong thc pha tron be tong262 Concrete sample compressive machine May nen th BT263 Concrete shortening Co ngan cua be tong264 Concrete stress at prestressed leved ng suat cua BT th at cap DUL265 Concrete suface treatment X ly be mat BT266 Concrete test hammer Sung bat nay e th cng o BT267 Concrete thermal treatment X ly nhiet cho BT268 Concrete tonsile strength at 28 day-age C chu nen cua BT 28 ngay

269 Concrete unit weight , density of concrete Trong lng rieng cua BT270 Condition of curing ieu kien dng ho BT271 Cone for testing slump of concrete Khuon hnh chop cut e o o sut BT272 Conic hole Lo hnh chop cut273 Connection Ghep noi274 Connection , joining S lien ket , s noi275 Connection strand by strand Noi cac oan cap DUl keo sau276 Connector Neo (cua dam thep lien hp ban BTCT277 Constant along the span Khong thay oi doc nhp278 Constant engineer Ky s co van279 Construction , work Cong trnh280 Construction cost Gia thanh thi cong281 Construction equipment Thiet n thi cong282 Construction site , building site Cong trng283 Contact area Dien tch tiep xuc

284 Contact surface Be mat tiep xuc285 Content , dosage Ham lng286 Continuos span Nhp lien tuc287 Continuous beam Dam li6n tuc288 Continuous granulometry Cap phoi hat lien tuc289 Continuous slad structure Ket cau nhp ban lien tuc290 Contrac , agreement Hp ong291 Contract price Tr so khoan292 Contractor (Party B) Ngi nhan thau , nha thau (ben B)293 Control , checking Kiem tra , kiem toan294 Control sample during the construction Mau th e kiem tra trong qua trnh thi cong295 Contruction drawing , working drawing Ban ve thi cong296 Conventional elasticity limit Gii han an hoi quy c297 Conventional value Tr so qui c298 Coordinate Toa o299 Corner connection Neo kieu bang thep goc (dam BTCT)300 corroded reinforcement Cot thep a b g301 corrosion or reduce friction when tension hoac giam ma sat khi cang cot thep302 Corrosive environment Moi trng an mon303 Corrosive fatigue Moi r304 Cosidered section Mat cat c xet305 Cost estimate D toan306 Cotinuous span bridge composed of simple Cau lien tuc c ghep t cac dam gian n307 Counterfort wall Tng chan co cac tng chong pha sau308 Counterprise , counter balance oi trong309 Coupler au noi e noi cac cot thep DUL310 Coupler Moi noi cap DUL keo sau311 Coupler divice for post-ensioned cable Bo noi cac oan cap d ng lc keo sau312 Coupling S noi cot thep DUL313 Course Giao trnh ( khoa hoc )314 Cover plate Ban noi op ( ban ma )315 Cover steel plate Ban thep phu316 Cover-meter , rebar locator May o lp BT bao ve cot thep317 Covering material Vat lieu bao phu318 Crack width o m rong vet nt319 Crack width o rong vet nt320 Cracked concrete section Mat cat BT a b nt321 Cracked state Trang thai a co vet nt322 Cracking development Vet nt ang phat trien323 Cracking limit state Trang thai gii han ve m rong vet nt324 Cracking limit state Trang thai gii han ve hnh thanh vet nt325 Cracking moment Momen gay nt326 Cracking stress ng suat gay ra nt327 Cramp inh a328 Crane Can cau329 Cross section Mat cat ngang



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330 Crushed stone a dam331 Crushing test Th nghiem nen v332 Crushing test by splitting (after the diameter) Th nghiem nen v che oi (theo ng knh)

333 Cube strength Cng o khoi vuong334 Culvert Cong335 Culvert O ng cong336 Culvert head Ca cong337 Curb a va ( Chan va he tren cau )338 Curbature o cong339 Curing Bao dng be tong trong luc hoa cng

340 Curing temperature Nhiet o dng ho BT341 Current case Trng hp thong thng342 Curve ng cong , oan tuyen cong343 Cutting machine May cat cot thep344 Cylinder , test cylinder Mau th BT hnh tru345 Cylinder base Mat bch , cai bch noi cong

D346 Damage ( local damage ) H hong ( h hong cuc bo )347 Data D lieu ( so kieu ban au )348 Data processing treatment X ly so lieu349 Dead to live load ratio Ty le gia tnh tai va hoat tai350 Deck bridge Cau co ng xe chay tren351 Deck plate girder Dam ban co ng xe chay tren352 Deck slab , deck plate Ban mat cau353 Decompression limit state Trang thai gii han mat nen354 Deep foundation Mong sau355 Definitive evaluation Gia tr quyet toan356 Deflection o vong357 Deformation Moun young358 Deformation due to bending Bien dang do uon359 Deformation due to creep Bien dang do t bien360 Deformation due to shear Bien dang do lc cat361 Deformation gauge Cam bien e o bien dang362 Deformation limit state Trang thai gii han ve bien dang363 Deformed bar , deformed reinforcement Cot thep co g ( cot thep gai )364 Deformed reinforcement Cot thep co o dnh bam cao ( co g )365 Deformed type reinforcement Cot thep co g366 Delayed action Tac dung lam cham lai367 Demoulding D van khuon368 Density of material Ty trong cua vat lieu369 Depth Chieu cao370 Depth of beam Chieu cao dam371 Description Mo ta372 Design , conception Thiet ke373 Design assumption Gia thiet tnh toan374 Design flood Lu thiet ke375 Design flow Lu lng thiet ke376 Design lane Lan xe thiet ke377 Design office Phong thiet ke378 Design speed of vehicle Toc o thiet ke cua xe379 Design sress cycles Chu ky ng suat thiet ke

380 Design stress ng suat thiet ke381 Destructive testing method Phng phap th co pha huy mau382 Developing crack Vet nt hoat ong383 Deviator Bo phan lam lech hng384 Deviator U chuyen hng385 Diagnosis Chan oan386 Diaphragm Dam ngang387 Diaphragm Vach ngan388 Diesel locomotive au may dieden389 Dimension in mm Kch thc tnh bang milimet390 Dimensioning , to dimension Xac nh s bo kch thc391 Dimensionless coefficient He so khong co th nguyen392 Discontinuous granulometry Cap phoi hat khong lien tuc393 Displacement Chuyen v394 Disposition of live load Xep hoat tai ( bo tr hoat tai )

395 Distance from center to center of ... Khoang cach t tam en tam cua cac ...396 Distance from center to center of beams Khoang cach t tim en cac dam397 Distribution reinforcement Cot thep phan bo398 Distribution reinforcement Cot thep phan bo399 Distribution width for wheel loads Chieu rong phan bo cua tai trong banh xe400 Double deck bridge Cau hai tang401 Double-action jack with internal piston Kch 2 tac dung co piston trong402 Downstream side Ha lu403 Drainage , sewage Thoat nc404 Drainage systerm He thong thoat nc , s thoat nc405 Drawback , shortcoming Nhc iem406 Drilled pile Coc khoan407 Dry Kho408 Dry guniting Phun BT kho409 Dry sand Cat kho



25/37

ENGLISH -VIETNAMESE TECHNICAL TERM DICTIONARY- 25 -

410 Duct O ng cha cot thep DUL411 Durability o ben lau412 Durability , life time Tuoi tho , o ben lau413 During stressing operation Trong qua trnh keo cang cot thep414 Dust-stand Cat bot415 Dye penetrant examination Phng phap kiem tra bang tham chat mau416 Dynamic ong lc hoc417 Dynamic force Lc ong

E418 Early streng concrete Be tong hoa cng nhanh419 Earth , soil at420 Earth quake effect Tac ong cua ong at421 Earthquake ong at422 Earthquake force Lc ong at423 Eccentric Lech tam424 Eccentric loading S at tai lech tam425 Eccentricity o lech tam426 Eddle current testing Phng phap kiem tra bang dong xoay427 Edge beam , exterior girder Dam bien , dam ngoai cung428 Effective depth Chieu cao co hieu qua429 Effective flange width Chieu rong co hieu qua cua ban canh

430 Effective moduls Mo un co hieu qua431 Effective prestress after losses Du ng suat co hieu sau moi mat mat432 Effective stress ng suat co hieu433 Effective width 9 of T girder ) Chieu rong co hieu qua cua dam T434 Efforescence O mau tren be mat BT435 Elastic analysis S phan tch an hoi ( oi vi ket cau)436 Elastic limit Gii han an hoi437 Elastic shortening Co ngan an hoi438 Elastic

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