oLAh DATA koMplitII.xls

7/25/2019 oLAh DATA koMplitII.xls

1/29

3. HASIL PERHITUNGAN DAN INTERPRETASI PERCOBAAN

3. 1. HASIL PERHITUNGAN

10 TBK

CALIFORNIA BEARING RATIO TEST

PROJECT : PRAKTIKUM MEKANIKA TANAH

LOCATION : LABORATORIUM MEKANIKA TANAH UNHAS

DATE : 4 Oktober 2004

TESTED BY : KELOMPOK II

UNIT EI!HT DETERMINATIONBE"ORE TEST A"TER TEST

1 2 # 4

e$%&t o' (o$) * +o),- 1 .%r/+ 10440

e$%&t o' +o)- 2 .%r/+ 4#0

e$%&t o' 3et (o$)- #152 .%r/+ 610

7o)+e o' +o),- 7 .8+9 #44

et ,e;($t< o' (o$)- ?66662

1>26122

T$+e Pe;etr/t$o; D$/) re/,$;% Lo/,

.+$; .++ .$;8&$ .De@ .)b(

0>26 0>#1 0>0122 # 12

0>6 0>?26 0>026 #2>?

1 1>2 0>060 12 4>6

1>6 1>06 0>0?2 2 6?>2

2 2>64 0>101? #2 ?0>#

# #>1 0>1624 40 #>

4 6>0 0>20#2 46 6>4

? >?2 0>#04 62 >

10>1 0>404 ?1 1#6>?

10 12> 0>60 ?2 140

CBR DETERMINATION

Uer )/4

2- CBR @/)e( . 1>#### 1>

A@er/%e CBR 7/)e( . 1>6666666?

Note: CBR 'or e;et- 0-1 =.#1000100- .

CBR 'or e;et- 0-1 =.#1600100- .

ATER CONTENT DETERMINATION

Be'ore te(t A'ter te(t

1 2 1 2

e$%&t o' (o$) * 8/;- 1 .%r/+ ?4>? 1>2

e$%&t o' ,r< (o$) * 8/;- 2 .%r/+ 64>2 ??>6

e$%&t o' 8/;- # .%r/+ 20>6 20>6

e$%&t o' 3/ter- 3152 .%r/+ 10>4 14>

e$%&t o' ,r< (o$)- ( .%r/+ ##> 4?

#0>?06# #2>10

A@er/%e 3/ter 8o;te;t . #1>44?144

Dr< ,e;($t< o' (o$)- # 0>4 0>6

0

60

100

160

Diagram of load v !"#"$ra$io#

P"#"$ra$io# %i#&'(

Load%l)(

6?-2

6-4


2/29



26 TBK







1 2 # 4

e$%&t o' (o$) * +o),- 1 .%r/+ ?6>4

e$%&t o' +o)- 2 .%r/+ 4#0

e$%&t o' 3et (o$)- #152 .%r/+ 61#6>4

7o)+e o' +o),- 7 .8+9 #44

et ,e;($t< o' (o$)- 44

1>144


.+$; .++ .$;8&$ .De@ .)b(

0>26 0>#1 0>0122 2 16

0>6 0>?26 0>026 6 2>?

1 1>2 0>060 40>1

1>6 1>06 0>0?2 16 6>

2 2>64 0>101? 2# ?>6

# #>1 0>1624 #1 ?4>

4 6>0 0>20#2 # >?

? >?2 0>#04 4 12>#

10>1 0>404 60 16?>

10 12> 0>60 26 1?0

CBR DETERMINATION Uer )/ 2>222222

A@er/%e CBR 7/)e( . 2>10?1111111

Note: CBR 'or e;et- 0-1 =.#1000100- .

CBR 'or e;et- 0-1 =.#1600100- .



1 2 1 2

e$%&t o' (o$) * 8/;- 1 .%r/+ 1># 6>4#

e$%&t o' ,r< (o$) * 8/;- 2 .%r/+ 4>4 ?#>2

e$%&t o' 8/;- # .%r/+ 20># 20>

e$%&t o' 3/ter- 3152 .%r/+ 1?> 12>2#

e$%&t o' ,r< (o$)- ( .%r/+ 64>1 42>#

#1>2#46 2>126#

A@er/%e 3/ter 8o;te;t . #0>0644#6#

Dr< ,e;($t< o' (o$)- # 0>4 0>6

0

60

100

160

200

D$/%r/+ o' )o/, @( e;etr/t$o;

P"#"$ra$io# %i#&'(

Load%l)(

6-

100


3/29



?0 TBK







1 2 # 4

e$%&t o' (o$) * +o),- 1 .%r/+ 1010

e$%&t o' +o)- 2 .%r/+ 4#0

e$%&t o' 3et (o$)- #152 .%r/+ 60

7o)+e o' +o),- 7 .8+9 #44

et ,e;($t< o' (o$)- ###?

1>#01?


.+$; .++ .$;8&$ .De@ .)b(

0>26 0>#1 0>0122 6 ?0

0>6 0>?26 0>026 11 >4

1 1>2 0>060 1 ?>6

1>6 1>06 0>0?2 2? >#

2 2>64 0>101? #6 16?>2

# #>1 0>1624 46 1>

4 6>0 0>20#2 60 244>#

? >?2 0>#04 6 2?4>?

10>1 0>404 ?4 2>

10 12> 0>60 ? #12

CBR DETERMINATION

Uer )/#

2- CBR @/)e( . 6>20??? 6>42

A@er/%e CBR 7/)e( . 6>#1

Note: CBR 'or e;et- 0-1 =.#1000100- .

CBR 'or e;et- 0-1 =.#1600100- .



1 2 1 2

e$%&t o' (o$) * 8/;- 1 .%r/+ 6

e$%&t o' ,r< (o$) * 8/;- 2 .%r/+ 1># ?

e$%&t o' 8/;- # .%r/+ 20>6 20>4

e$%&t o' 3/ter- 3152 .%r/+ 16> 1

e$%&t o' ,r< (o$)- ( .%r/+ 60> 66>?

#0>0661 #4>12??

A@er/%e 3/ter 8o;te;t . #2>6#0?40

Dr< ,e;($t< o' (o$)- # 0>4 0>6

0

100

200

#00

400

D$/%r/+ o' )o/, @( e;etr/t$o;

P"#"$ra$io# %i#&'(

Load%l)(

16?-2

244-#


4/29



PE*ERI+SAAN PER*EABILIT,

PROJECT : PRAKTIKUM MEKANIKA TANAHLOCATION : LABORATORIUM MEKANIKA TANAH UNHAS

DATE : #0 Sete+ber 2004


CONSTANT HEAD *ETHOD

S/+)e ;+ber : D$/+eter o' brette ., : 1>26 8+

S/+)e ,et& : +eter D$/+eter o' (o$) (/+)e : ?>#6 8+

Te(t$;% P/r/+eter U;$t

Det& $; +eter(

A@er/%e5 5 5 5 5

1>22?6?# 1>22?6?# 1>22?6?#

Cro(( (e8t$o; /re/ o' (o$) (/+)e.A1=4GD #1>?6#1? #1>?6#1? #1>?6#1?

H26 8+

S/+)e ,et& : +eter D$/+eter o' (o$) (/+)e : ?>#6 8+

Te(t$;% P/r/+eter U;$t A@er/%e5 5 5 5 5

1>22?6?# 1>22?6?# 1>22?6?#

Cro(( (e8t$o; /re/ o' (o$) (/+)e.A1=4GD #1>?6#1? #1>?6#1? #1>?6#1?

H > >

E)/(e, t$+e o' te(t- t (e8 120 120 120

Te+er/tre- T C 2 2 2

7$(8o($t< 8orre8t$o; .;T=;20 5 0>#1 0>#1 0>#1

Coe' $8 $e;t o' er+e/b$ )$ t00146# 0>00166

Cro(( (e8t$o; /re/ o' brette./1=4G, 8+

8+

Cro(( (e8t$o; /re/ o' brette./1=4G, 8+

8+


5/29



SAND CONEPro2 166 Ot$++ +o$(tre 8o;te;t.OMC 2?> e$%&t o' 8o;t/$;er*,r< (o$) %r/+ 12?>? 12>6 S/;, 8o;e te(t:

e$%&t o' 3et (o$) %r/+ 1#1>6 1##>6 De;($t< o' (/;,- 44 %r=8+9

e$%&t o, ,r< (o$) %r/+ 106> 10 e$%&t o' (/;, $; t&e '/;;e)

24>1#6 2#>?1111 ' 1#?6 %r

2#>242?64

U;$t e$%&t Deter+$;/t$o;

Mo), ;+ber 1 2 Re+/rk

e$%&t o' (o$) re+o++e, 'ro+ t&e &o)e- %r/+ 2?

2#>242?64

e$%&t o' //r/t(*(/;,- 1 %r/+ 110

e$%&t o' //r/t(*ret/$; (/;,- 2 %r/+ 2?20

e$%&t o' (/;, $; t&e te(t &o)e-#.315325' %r/+ 4126

7o)+e o' t&e te(t &o)e- 7#=6########

et ,e;($t< o' (o$)- #064646%r/+=8+9 0>6?1#?

A@er/%e ,r< ,e;($t< o' (o$)- 6?1#?

Re)/t$@e Co+/8t$o; 6>01?1

Ber/t +)/5+)/ 110 %r/+ .1

Ber/t ter($(/ 2?20 %r/+ .2 # 2

Ber/t /($r ,/)/+ 8oro;% 12?0 %r/+ .4

Ber/t t/;/& ter%/)$ #??0 %r/+ .6

/ter 8o;te;t- F3=(100

A@er/%e o' 3/ter 8o;te;t- F

/ter 8o;te;t o' (o$)-F

Dr< ,e;($t< o' (o$)-


6/29



KOMPAKSI

Proyek : Praktikum Mekanika Tanah

Lokasi : Laboratorium Mekanika Tanah

Tanggal Percobaan : 1 Oktober 2004

Kelompok : II

Ber/t t/;/& . %r 2000 2000 2000 2000 2000

K/,/r /$r +)/5+)/ . 12>0 12>0 12>0 12>0 12>0

Pe;/+b/&/; /$r +)/5+)/ .88 160>00 200>00 260>00 #00>00 #60>00

K/,/r /$r 2? 24>0 2?>0 2>2 #2>64

Per&$t;%/; et De;($t#2 1>#2 1>#2 1>#2 1>#2

Ber/t t/;/& b/(/&*Mo), .%r ##>2? #61#>1# #64>#6 #?0#>6 #?06>21

Ber/t t/;/& b/(/& .!r 16>4 124>1 1?>0# 116>6# 11?>

11>0# 11>0? 11>0? 11>0? 11>0?

1>? 1> 1> 1> 1>

Per&$t;%/; k/,/r /$r

Ber/t t/;/& b/(/&*8o;t>.%r 10>4 >2 10 >? >2 >6 > 11 >? 1#>

Ber/t t/;/& ker$;%*8o;t>.%r ># >2 ># ?>4 ?>? ?>4 >2 > 12>1

Ber/t A$r-.%r 2>1 2 1> 1>2 0>? 1>1 1> 2 0> 1>

Ber/t Co;t>.%r 2> 2>2 2> 2> 2> #>4 2> 2> 6>? 6>?

Ber/t t/;/& ker$;%>.%r 6>4 6 6>6 #>6 #> # 4># ?>1 #>1 ?>6

#> 40>00 #0>1 #4>2 1?>22 #?>? #>6# #2> 2>0# 2>?

K/,/r /$r r/t/5r/t/ #>44 #2>?0 2?>44 #?>1? 2>#?

7o)+e Mo), .8+#

wet=Wwet

Vmould

(gr /cm3)

W=W

Wdry100


7/29

Per&$t;%/; Dr< De;($t< .,r<

Ber/t t/;/& b/(/& .%r16>4 124>1 1?>0# 116>6# 11?>

K/,/r /$r r/t/5r/t/ 21>2? 24>0 2?>0 2>2 #2>64

1#1>?1 1#0>0 1416>#1 1#>6 1#0>#

7o)+e +o), .8+# 1400>00 1400>00 1400>00 1400>00 1400>00

0>4 0> 1>01 1>00 0>

1>4 1>?6 1>6 1>61 1>46

< 50>0016 0>0

00# * 0>0

0 50>00# * 0>0

2>#

< 1>06 %r/+=8+9

J/,$ k/,/r /$r ot$++ ,$8//$ /,/

ker$;% 1-06 %r/+=8+9

*

10>00 16>00 20>00 26>00 #0>00 #6>00 40>00

0>

0>

1

1>1

1>2

1>#

1>4

1>6

1>?

1>

1>

1>

2

'. 5 0>0016462 * 0>0?214?61 5 0>164?1?2

!r/'$k Hb5 K/,/r A$r ,/; Ber/t I($ Ker$;%

Kadar air (%)

Beratisikerin

g

(gd)

2-#

1-06

Wdry=W

wet

1+(W100)

dry=W

dry

Vmould

(gr cm3)


8/29



DIRECT SHEAR TEST RESULT


LOCATION : LABORATORIUM MEKANIKA TANAH UNHASDATE : 1 Oktober 2004


S/+)e ,et& : + S/+)e

S/+)e ,$+e;($o;( ., ?># 8+ He$%&t 2 8+ Are/ : #1>16??6

Pro@$;% r$;% 8/)$br/t$o; : 0># k%=,$@

Nor+/) )o/, P1 10 k% P2 #0 k% P# k%

Nor+/) (tre(( 0>#206 0>?2?

T$+e S&e/r Re/,$;% S&e/r S&e/r Re/,$;% S&e/r S&e/r Re/,$;% S&e/r S&e/r

.(e8 D$()8e+e;t D$/) "or8e Stre(( D$/) "or8e Stre(( D$/) "or8e Stre((

.++ .,$@ .k% .,$@ .k% .,$@ .k%

16 60 2 0> 0>0260#6 ? 2>#4 0>06104

#0 100 4 1>6? 0>0600 12 4>? 0>1602046 160 6 1>6 0>0?26 14 6>4? 0>1624#

?0 200 >6 2>26 0>0# 16>6 ?>046 0>1402

6 260 > #>042 0>0?#? 1? ?>24 0>2002

0 #00 >6 #>#16 0>10?# 1? ?>24 0>2002

106 #60 5 1? ?>24 0>2002

120 400 5 5

1#6

160

1?6

10

16

210

226

8+

1 k%=8+ 2 k%=8+ # k%=8+

.k'=8+ .k'=8+ .k'=8+

0>2 0># 0>4 0>6 0>? 0> 0>A 0>: 1 1>1

0

0>06

0>1

0>16

0>2

0>26

'.L 0>14?26L * 0>06:46?11A

S&e/r Stre(( 5 Nor+/) Stre(( Re)/t$o;(&$B

Nor+/) Stre((- .k%=8+2

S&e/rStre((-.k%=8+

N2

8 0-066

-#0?6


9/29



Per8ob//; : U;8o;'$;e, Te(t

T/;%%/) Pe+er$k(//; : 1 Oktober 2004

D$er$k(/ o)e& : Ke)o+$k II

N/+/ : A8&+/,> H> R/&/?1?# 8+ T$;%%$ .& : 8

7o)+e : ?2-60? 8+ Brt t/;/& .t : 114>? %r Brt @o) b/(/& :

K/,/r /$r : % Brt @o) kr% : LRC : 0>16 k

A$/) A$/) Lo/, /;, Stre((

De'or+/t$o; A$/) Lo/, A$/) Stre((

D$(Re/,$;%

A$/)Str/$;

D$/)Re/,$;%

A$/)"or8e

Core8te,Are/

Stre((

Q& Q&=& Pko) #LRC AAo=.15Q&=& P=A

.++ . .,$@ .k% .8+ .k%=8+

0 0 6 0>26 >?1?# 0>0?1042?

0>6 0>0014261 1>??6 >?6420144 0>110?#

1 0>0142614# 10 1>6 >66?????? 0>1?###66

1>6 0>02142614 12 2>22 >2?6124 0>226110?4

2 0>026142? 14 2>6 >1#2#62 0>2?1?#02

2>6 0>0#61426 16 2>6 >24626# 0>22??#??2

# 0>0426142 1? 2>? 10>04?06 0>24?104

#>6 0>06 1 #>146 10>122421062? 0>#10??421

4 0>0614261 1>6 #>4226 10>110?0?0? 0>##66??26#

4>6 0>0?42614# 20 #> 10>2??1#21 0>#?002624

6 0>0142614 21 #>6 10>#6?016#4? 0>#61442?#

6>6 0>06142? 22 4>0 10>4#?246#? 0>#6161? 0>061426 2# 4>266 10>612126 0>404661201

?>6 0>026142 24 4>44 10>?00?46??# 0>4142411

0>1 26 4>?26 10>?4 0>4#261

>6 0>1014261 24 4>44 10>026? 0>41224?4?4

0>1142614# 2#>6 4>#46 10>61120#2 0>40042#?#

%

%r=8+

0 0>02 0>04 0>0? 0>0 0>1 0>12

0>0

0>1

0>2

0>#

0>4

'. 5 24>#6#2442 * 6>414#?4 * 0>1162#2?

Grafi- U#&o#fi#"d T"$

R"ga#ga# %(

T"ga#ga#%-g/&m01(

0-42


10/29

H2)2#ga# a#$ara -o#ii$"#i $a#a' d"#ga# -"-2a$a# $a#a' l"m!2#g

dari T"$ U#&o#fi#"d Com!r"io#

Ko;($(te;($

S/;%/t L;/k 0 5 0>26L;/k 0>26 5 0>6

Me;e;%/& 0>6 5 1>4

K/k 1 5 2

S/;%/t K/k 2 5 4

Ker/( 4

P"ramaa# gari r"gr"i

< 524># 6>414 * 0>116#

? * 6>414

0 54>? * 6>414

0>11 0>42 0>#

Ter+/(k ko;($(te;($ L;/k k/re;/ ;$)/$ ber/,/ ,$/;t/r/ 0-26 5 0-6

to; ='t2

*

k%=8+ to;='t

7,5 cm3,5 cm

Gambar Retakan


11/29



Per8ob//; : B/t/( 5 b/t/( Atterber%

T/;%%/) Pe+er$k(//; : 2 5 #0 Sete+ber 2004

N/+/ : A8&+/,> H> R/&/1 ?#>6

2 #2>6 41># 42>

1# 1#> 1> 20>

21 22>6 #1> #6>

?1>06 ?0> 6>11 6>21

B/t/( C/$r .LL 5#>0126 ); . * ?>606 6>1

Ber/t Co;t/$;er- 3#.%r

Ber/t Co;t/$;er * t/;/& b/(/&- 31.%r

Ber/t Co;t/$;er * t/;/& ker$;%- 32.%rBer/t /$r- 3

3 3

15 3

2.%r

Ber/t t/;/& ker$;%- 3( 3

2 53

#.%r

K/,/r /$r- 3 33

= 3( 100

1 10 100

60>000

?0>000

0>000

0>000

0>000

100>000

f!" # $%&012'10'(4) ln!" * )(&'04')+%4%1

J+)/& T+bk/; .B)o3(

K/,/rA$r.


12/29


13/29


Per8ob//; : B/t/( 5 b/t/( Atterber%

T/;%%/) Pe+er$k(//; : 2 5 #0 Sete+ber 2004

N/+/ : A8&+/,> H> R/&/te(t 1 2

Ber/t +o), 1>6 1

Ber/t +o), * t/;/& b/(/& #? ##>6

Ber/t +o), * t/;/& ker$;% ##>1 #1>#

21>#2#62 1>?1

1#>? 1#>?

12> 1#>#

0>4?61 0>1#4

SL 20>#?# 1>0?#

B/t/( S(t .SL * 2 1>21

Ber/t /$r r/k(/


14/29



Per8ob//; : Ber/t Je;$( Se($'$k . !(

T/;%%/) Pe+er$k(//; : 2 Sete+ber 2004

B/t/( C/$r :

Pe+er$k(/ : Ke)o+ok II

N/+/ : A8&+/,> H> R/&/ = T ")/(k * So$) .2 !r/+ 4>6

e$%&t o' 7o)> ")/(k .1 !r/+ 2#>6

e$%&t o' Dr< So$) .(251 !r/+ 26

Te+er/tre- T .oC De%ree 2

e$%&t o' 7o)> ")/(k*/ter /t T .4 !r/+ #>6

6.251*4K !r/+ >2?6

e$%&t o' 7o)> ")/(k*/ter*So$) .# !r/+

e$%&t o' So$) .65# !r/+ >2?6

Se8$'$8 !r/@$t< o' So$) .!((= 5 2>?1

A@er/%e o' !( 5 2>?

Re+/rk( Corre8t$o; "/8tor- K 0-1


15/29



Per8ob//; , Pemeriksaan Hidrometer

Pemeriksa : Kelompok II

Nama : Achmad. H. Rahayaan

PEMERIKSAAN HIDROMETER

Tanggal Pemeriksaan : 5 oktoer !""# $ero orrectio : &' (enisc)s orrection :

Hidrometer No. : +s Tanah : !.,- :

ispersi Agent : /erat Tanah :

ate % 0iner 1 2 t

*"252!""# ".!5 !-." '#." ,4.#5, '"." **.5 #,."""" ".

".5 !-." '#." ,4.#5, '"." **.5 !'."""" ".

* !." ''." ,5.#4! !-." **.4 **.4""" ".

! !,." '*." ,*.5"# !4." *!." ,."""" ".

# !#." !-." 54.5', !5." *!.# '.*""" ".

!!." !4." 5'.5, !'." *!.4 *.545 ".

*5 *." !'." #5.,'! *-." *'.' ".,4 ".

'" *5." !"." '-., *,." *'. ".#,"" ".

," *!." *4." ''.4! *'." *#.' ".!'' ".

-" -." *#." !4.44, *"." *#. ".*,## ".

*!" 4." *!." !'." ." *5.! ".*!,4 ".

!#" ,." **." !*.!# 4." *5.' ".",' ".

*"2,2!""# *##" ,." **." !*.!# 4." *5.' "."*", ".

Rc 6 R act)al&7ero correction8T

% 9iner 6

6

+s orrection ;

o )m at a! '

Time o9Reading

>lapsedtime3 min

Tempo

Act)al Hyd.Reading Ra;

orrect Hyd.Reading Rc;

Hyd. orrection only9or menisc)s R ;

1 9romtale;

K

!4

Rc.2?s

K12t;".5


16/29

0raksi 1emp)ng : !*. %

0raksi 1ana) : *"" % & !*. % 6 4.! %

0>01000>1000

0

10

20

#0

40

60

?0

0

0

0

100

-ra.k Pembagian /utir nalisa irometer

3kuran /utir mm"

4L

olos

0-02 0-002

21-


17/29

3. PERHITUNGAN DAN INTERPRETASI PERCOBAAN

3. 1. PERHITUNGAN

HAND BORING LOG AND SPT RESULTS

PROJECT : PRAKTIKUM MEKANIKA TANAH BORING STARTED : 27/09/2004 BORE HOLE NO. : BH-1LOCATION : LAPANGAN FT-UH BORING FINISHED : 27/09/2004 DRILL MASTER :

GROUND SURFACE ELEATION : !0"00 M BORING DEPTH : 1"# METER LOGGED B$ :

GROUND %ATER ELEATION : - M BORING METHOD : HAND CORE CHECKED B$ : KELOMPOK II

S8/)e

E)e@/t$o;$;Meter

Det&$;Meter

U;,$(trbe,S/+)e

C/($;%

Lo%

Co)or

Lo% De(8r$t$o;

Re)/t$@eDe;($t00410>004

20>004#0>004

40>00460>004

?0>004

C)/< S$)t S/;, L$+e(to;e!r/@e)

L&+ B,)(,C3*0-20-?

L+&5 B,)(,C3*

1>1

#-0

0-62>2

Cok)/t/b5/b

Cok)/tke&$t/5+/;

Le+;% Ber/($r

Le+;% Ber/($r

1-6

0-


18/29



GRAIN SI4E ANAL,SIS *ECHANICAL

ProXe8t : PRAKTIKUM MEKTAN

)o8/t$o; : L/bor/tor$+ MEKTAN

Te(te, b< : Ke)o+ok IIN/+e : A8&+/,> H> R/&/ o' Dr< So$) * Co;t/$;er .%r

t> o' Co;t/$;er .%r

t> o' Dr< S/+)e( .%r 600>00

S$e@e A;/) Ret/$;e, Co+)/t$@e Per8e;t .

No> Ret/$;e, Ret/$;e, P/(($;%

.++ . %r . %r

4 4>60 6>00 6>00 1>00 >00

10 2>000 140>00 146>00 2>00 1>00

1 1>000 116>00 2?0>00 62>00 4>00

40 0>420 110>00 #0>00 4>00 2?>00

?0 0>260 ?0>00 4#0>00 ?>00 14>00

100 0>14 40>00 40>00 4>00 ?>00

200 0>06 #0>00 600>00 100>00 0>00

0>010 0>100 1>000 10>000 100>000

!r/$; S$Ye D$(tr$bte, Cr@e

D$/+eter- ++

P/(($;%

"$;;er


19/29



TABEL PE*BACAAN SONDIR

PRO,E+ PRA+TI+U* *E+ANI+A TANAH TANGGAL 5 SEPTE*BER 667LO+ASI LAPANGAN FT8UH TITI+ SONDIR

H/+b/t/; J+)/& H/+b/t/; U;$t H/+b/t/; N$)/$ Tot/) H/+b/t/; H/+b/t/;

Ke,/)/+/; Ko;$( H/+b/t/; Pe)ek/t Pe)ek/t Pe)ek/t R/($o

' t$/ 20 8+

.+ .k%=8+ .k%=8+

6.6 0>0 0>0 0>0 0>0 0>0 0>0 0>00

0>2 100>0 116>0 16>0 1>6 #0>0 #0>0 1>60

0>4 60>0 ?2>0 12>0 1>2 24>0 64>0 2>40

0>? 64>0 6>0 41>0 4>1 2>0 1#?>0 >6

0> 60>0 6>0 #6>0 #>6 0>0 20?>0 >00

1.6 26>0 44>0 1>0 1> #>0 244>0 >?0

1>2 40>0 ?0>0 20>0 2>0 40>0 24>0 6>00

1>4 60>0 0>0 20>0 2>0 40>0 #24>0 4>00

1>? 40>0 66>0 16>0 1>6 #0>0 #64>0 #>61> 40>0 ?6>0 26>0 2>6 60>0 404>0 ?>26

.6 #0>0 ?6>0 #6>0 #>6 0>0 44>0 11>?

2>2 26>0 ?6>0 40>0 4>0 0>0 664>0 1?>00

2>4 20>0 ?0>0 40>0 4>0 0>0 ?#4>0 20>00

2>? 26>0 60>0 26>0 2>6 60>0 ?4>0 10>00

2> 20>0 40>0 20>0 2>0 40>0 24>0 10>00

3.6 #6>0 60>0 16>0 1>6 #0>0 64>0 4>2

#>2 4>0 ?6>0 1>0 1> #4>0 >0 #>64

#>4 40>0 0>0 #0>0 #>0 ?0>0 4>0 >60

#>? ?6>0 0>0 26>0 2>6 60>0 >0 #>6

#> 160>0 160>0 0>0 0>0 0>0 >0 0>00

7.6 H/r, H/r,

4>2

4>4

4>?

4>

9.6

6>2

6>4

6>?

6>

:.6

?>2

?>4

?>?

?>

5.6

>2

>4>?

>

;.6

>2

>4

>?

>

2

>4

>?

>

16.6

'(

8 8*' '( T' "r'(=8

.k%=8+2 .k%=8+2 .k%=8+2 .k%=8+2


20/29

!RA"IKPEN!UJIANSONDIR.DCPT!

RAPH

TAN!!AL:2SEPTEMBER2004

TITIKSONDIR:

PROYEK:PRAKTIKUMME

KANIKATANAH

ELE7>MUKAAIRTANAH:M

ELE7>MUKATANAH:PERMUKAANTANAH

SEKARAN!

0 1 2 # 4 6 ?0

60

100

160

200

260

0

160

#00

460

?00

60

H/+b/t/;Ko;$(

-8.k%=8+2

Tot/)H/+b/t/

;Pe)ek/t-T'.k%=8+M

0 1 2 # 4 6 ?0

610162026

"r'(=8.


21/29



CONSOLIDATION TEST DATAPROJECT : PRAKTIKUM MEKTAN

BORIN! NUMBER : DH52

BORIN! DEPTH : 1>0 5 1>66 METER

TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TESTED BY

: DATE

S/+)e No> : DH52 S/+)e : He$%&t- Ho : 2>0 8+ Se8$'$8 !r/'$t : 1>0 5 1>66 D$/+eter- D : ?># 8+

ATER CONTENT DETERMINATION Te(t .1 te(t .2 UNIT EI!HT DETERMINATION

12>2

>4

1>6

2>

et o' Dr/< So$)- ( .%r/+ 0>

/ter Co;te;t-F3=( . #6>?0

A@er/%e /ter Co;te;t- F . #6>?0

CONSOLIDATION TIME DIAL READIN!

Lo/, A)$e, .k% 0>26 1>?6 #># ?>? 1#>2 2?>4 ?>

0>26 0>6 1 2 4 2

0 Se8o;, 0>000 Se8o;, 0>000 0>0## 0>140 0>401 0>?#? 0> 1>2?? Se8o;, 2>44 Se8o;, 0>00? 0>0#? 0>12 0>41 0>??0 1>02 1>202

16 Se8o;, #># Se8o;, 0>00 0>0# 0>204 0>4# 0>?4 1>0# 1>200

#0 Se8o;, 6>4 Se8o;, 0>010 0>042 0>2#0 0>44 0>00 1>062 1>1

1 M$;te 1>000 M$;te 0>014 0>04? 0>24? 0>4? 0>22 1>00 1>1

2 M$;te 1>414 M$;te 0>01 0>064 0>2?2 0>4 0>4 1>0 1>1

4 M$;te 2>000 M$;te 0>020 0>0?0 0>2 0>612 0> 1>1#0 1>1?

M$;te 2>2 M$;te 0>022 0>0? 0>2? 0>6#4 0>20 1>10 1>14

16 M$;te #># M$;te 0>024 0>0? 0>#1 0>64 0>6? 1>200 1>12

#0 M$;te 6>4 M$;te 0>02? 0>0? 0>##? 0>6? 0>2 1>220 1>10

1 Hor 1>000 Hor 0>02 0>102 0>#62 0>64 0>2 1>240 1>1

2 Hor 1>414 Hor 0>02 0>120 0>#2 0>?00 0>62 1>262 1>1

4 Hor 2>000 Hor 0>0#0 0>1#2 0>#4 0>?1 0>?2 1>2??

Hor 2>2 Hor 0>0#1 0>1# 0>#2 0>?2? 0>4 1>20

24 Hor 4> Hor 0>0## 0>140 0>401 0>?#? 0> 1>2?

e$%&t o' et So$) * C/;- 1.%r/+ e$%&t o' R$;%-

1.%r/+

e$%&t o' Dr< So$) * C/;- 2.%r/+ e$%&t o' et So$) * R$;%-

2.%r/+

e%&t o' C/;- #.%r/+ e$%&t o' Dr/< So$) * R$;%-

#.%r/+

e$%&t o' /ter- 315

2.%r/+ 7o)+e o' R$;%- 7 .8+#

/ter Co;te;t- F.25

#=.

#5

1> 100

et De;($t< o' So$)- 3et

.25

1=7 .%r/+=8+#

Dr< De;($t< o' So$)- ,r


22/29

CONSOLIDATION TI*E DETER*INATIONPROJECT : 0

LOCATION : PRAKTIKUM MEKTAN



TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TEST

LABORATORY : 0 DATE

S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re : 0>26

S/+)e De> : 1>0 5 1>66

SUARE ROOT O" TIME LO!ARITHM O" T

2>2 t60 1># 4>4

k%=8+2 S/re Root Co;(> T$+e 0- 7t0

Lo%/r$t+$8 Co;(> T$+e 60- t60

7t0t0

0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40

50>010

0>010

0>0#0

0>060

%Ta=lor> *"$'od? U8@$ Plo$(

7t0 .M$;te

D$/)Re/,$;%-,.++

1 10 100

0>000

0>006

0>010

0>016

0>020

0>026

0>0#0

0>0#6

%Caagra#d"> *"$'od

Lo%/r$t&+ o' T$+e- t .

D$/)Re/,$;%-,.++

,60

,100

7t0

t60

t1 t2

,0


23/29





TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TE

LABORATORY : HASANUDDIN UNI7ERSITY DA

S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re : 0>6

S/+)e De> : 1>0 5 1>66

SUARE ROOT O" TIME LO!ARITHM O"

(

? 26

t0 #?

k%=8+2 S/re Root Co;(> T$+e 0- 7t0

Lo%/r$t+$8 Co;(> T$+e 60- t60

7t0 t60

0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40

0>000

0>040

0>00

0>120

0>1?0

0>200


7t0- .M$;te

D$/)Re/,$;%-,.+

+

1 10 100

0>010

0>020

0>0#0

0>040

0>060

0>0?0

0>00

0>00

0>00

0>100

0>110

0>120

0>1#0

0>140

0>160

0>1?0

0>10

0>10

0>10

0>200

%Caagra#d"> *"$'o

Lo%/r$t&+ o' T$+

D$/)Re/,$;%-,.+

+

t60

7t0

t1 t2

,0

,60

,100


24/29






LABORATORY : HASANUDDIN UNI7ERSITY DATE

S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re : 1

S/+)e De> : 1>0 5 1>66


2 4 2>

k%=8+2 S/re Root Co;(> T$+e 0- 7t0

Lo%/r$t+$8 Co;(> T$+e 60- t60

7t0t0 t60

0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40

0>100

0>160

0>200

0>260

0>#00

0>#60

0>400

0>460

0>600


7t0- .M$;te

D$/)Re/,$;%-,

.++

1 10 100

0>100

0>160

0>200

0>260

0>#00

0>#60

0>400

0>460

0>600

%Caagra#d"> *"$'od

Lo%/r$t&+ o' T$+e-

D$/)Re/,$;%-,.++

7t0

t60

t1 t2

D0

D60

D100


25/29








S/+)e De> : 1>0 5 1>66


#>2 4>4 10>24

k%=8+2 S/re Root Co;(> T$+e 0- 7t0

Lo%/r$t+$8 Co;(> T$+e 60- t60

7t0 t60t0

0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40

0>#00

0>#60

0>400

0>460

0>600

0>660

0>?00

0>?60

0>00


7t0- .M$;te

D$/)Re/,$;%-,

.++

1 10 100

0>#00

0>#60

0>400

0>460

0>600

0>660

0>?00

0>?60

0>00

%Caagra#d"> *"$'od

Lo%/r$t&+ o' T$+e-

D$/)Re/,$;%-,

.++

7t0

t60

D0

D60

D100

t1 t2


26/29





TESTIN! METHOD : ASTM D 24#65?- AASHTO T21?5?? TES

LABORATORY : HASANUDDIN UNI7ERSITY DAT


S/+)e De> : 1>0 5 1>66

SUARE ROOT O" TIME LO!ARITHM O"

#>2 6>2

10>24

k%=8+2 S/re Root Co;(> T$+e 0- 7t0

Lo%/r$t+$8 Co;(> T$+e 60- t60

7t0 t60

t0

0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40

0>600

0>660

0>?00

0>?60

0>00

0>60

0>00

0>60

0>00

0>60

1>000


7t0- .M$;te

D$/)Re/,$;%-,.

++

1 10 100

0>600

0>660

0>?00

0>?60

0>00

0>60

0>00

0>60

0>00

0>60

1>000

%Caagra#d"> *"$'od

Lo%/r$t&+ o' T$+

D$/)Re/,$;%-,.++

7t0

t60

D0

D60

D100

t1 t2


27/29







S/+)e No> : DH52 Co;(o)$,/t$o; Pre((re :

S/+)e De> : 1>0 5 1>66


2 #>6 4

k%=8+2 S/re Root Co;(> T$+e 0- 7t0

Lo%/r$t+$8 Co;(> T$+e 60- t60

7t0 t60t0

0 2 4 ? 10 12 14 1? 1 20 22 24 2? 2 #0 #2 #4 #? # 40

0>00

0>00

1>000

1>100

1>200

1>#00

1>400

1>600


7t0- .M$;te

D$/)Re/,$;%-,

.++

1 10 100

0>00

0>00

1>000

1>100

1>200

1>#00

1>400

1>600

%Caagra#d"> *"$'od?

Lo%/r$t&+ o' T$+e-

D$/)Re/,$;%-,

.++

7t0

t60t1 t2

D0

D60

D100


28/29

D$/+eter Co;to& : ?># 8+

L/( Co;to& : #1>126 8+2

T$;%%$ Se($+e; .H : 2 8+

Ber/t T/;/& Ker$;%- , : #6 %r/+

Ber/t Je;$( : 2>? %r/+=8+#

Teb/) B/%$/; P/,/t- H( ,=.!( A 2A;%k/ Por$- e .H=H(51 : ?>21#2

Tek/;/;.k%=8+2

Pe+b/8//;Ter/k&$r.++

T$;%%$Se($+e;-H.8+

Perb/&/;A;%k/Por$-,e,H=H(

A;%k/Por$-ee05,e

0 0 2 0 0 ?>21#2 5 5

0>26 0>0## 1>? 0>00## 0>011 ?>201# 0>001?6 1>4 1># 4>4 0>161# 0>14

0>60 0>140 1>?0 0>0140 0>0606 ?>1?2 0>00?6 1>14 26 #?>00 0>00 0>02#4

1>00 0>401 1>6 0>0401 0>144? ?>0?? 0>0206 1>#0 2> 4>00 0>0?6 0>20?#

2>00 0>?#? 1>#?4 0>0?#? 0>224 6># 0>0616 1>42 4>4 10>24 0>0426 0>0?

4>00 0> 1>012 0>0 0>#6?# 6>6? 0>012 1>1 6>2 10>24 0>0#4 0>0?2

>00 1>2? 1>14 0>12? 0>4?# 6>44 0>11# 1>?# #>6 4>00 0>0601 0>1?

2>00 1>1 1>1# 0>11 0>421 6>61 0>12#?6 1>?4

0>26 1>0?0 1>40 0>10?0 0>#2# 6>#0 0>112#6 1>

D/r$ %r/'$k &b;%/; /;t/r/ /;%k/ or$ ,e;%/; tek/;/; ko;(o)$,/($

,$ero)e& b/&3/ tek/;/; r/ko;(o)$,/($ 8 2 k%=8+2

I;,ek( e+/+/t/; .Co+re(($o; I;,e-C8

P1 .k%=8+2 2

P2 .k%=8+2

e1 6>e2 6>6

C8 .e15e2=)o%.2=1

C8 0>#2

I;,ek( e+/$/; .S3e)) I;,e- C(

P1 .k%=8+2 0>26

P2 .k%=8+2 2

e1 6>#

e2 6>

C( .e15e2=)o%.2=1

C( 0>044

Perb/&/;T$;%%$Se($+e;-

,H.8+

Perb/&/;T$;%%$T/;/&

R/t/5r/t/-,H/.8+

T$;%%$T/;/&Sete)/&Perb/&/;-

,.8+

/ktKo;(o)$,/($60

t60.+e;$t

/ktKo;(o)$,/($0

t0.+e;$t

Koe'$($e;Ko;(o)$,/($

[email protected]>1,2=t60

Koe'$($e;Ko;(o)$,/($

[email protected]>4,2=t0


29/29

0>10 1>00 10>00

0>0000

0>0600

0>1000

0>1600

0>2000

0>2600

Grafi- H2)2#ga# A#$ara T"-a#a# +o"fii"# +o#olidai

T"-a#a# +o#olidai %-g/&m(

+o"fi

i"#+o#olidai

t0

t60

0>10 1>00 10>00

6>6000

6>?000

6>000

6>000

6>000

?>0000

?>1000

?>2000

?>#000

Grafi- H2)2#ga# A#$ara T"-a#a# A#g-a Pori

T"-a#a# %-g/&m(

A#g-aPori%"(

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oLAh DATA koMplitII.xls