SoilEngineering.xls

8/9/2019 SoilEngineering.xls

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Soil Eart


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Last Updated:26/9/2009

Structurehquake

After you readexplanations, Run the

programs !

To run the programs,please click letters in

the the Cell !


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SHALLOW FOUNDATIONS

DEEP FOUNDATIONS


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For Coarse Grained Soils

Pile Data

D Pile Radius 0.65 mL Pile Lengt !0.00 m

Soil Data

0

"#esi#n 5.00 #DIV/0!

Unit Weigt $.%5

N& "#e''i(ient $.0N( "#e''i(ient ).0

"#e''i(ient 0.0

A* A+ea #' *ile *#int 0.,,As Su+'a(e a+ea #' *ile sa't -0.%! Adesi#n "#e'i(ient 0.)

'si Sin F+i(ti#n Resistan(e -.5 -.50

/* Pile Ti* 1ase Resistan(e $-.)! t#n

/s Pile Sin F+i(ti#n Resistan(e $%,.6) t#n

Ultimate Pile L#ad $)%.6$ t#n

FS Sa'et2 Fa(t#+ !.5

All#3a4le Pile "a*a(it2 ).-5 t#n

1uilding #' St+u(tu+al L#ad *e+ Pile 5 t#n

Sa'et2

1ea+ing "a*a(it2 '#+ Pile F#undati#ns

Angle #' Sea+ing Resistan(e 7

(u t#nm!

S#il 7 t#nm,

N

m!

m!

t#nm!

/ult

/all#3

/1

If ngle of hearing esitance #$is e%ual to &, then '% is e%ual to

(

To return "main options" , click thecell !

)oa* carrie* b+ pile po

)oa* carrie* b+ pile shaft


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Pa+amete+ Estimati#n

"#esi#n 5.00 Adesi#n "#e'i(ient 0.)0 0.)0

SPT 1l#3 "#unt ,0

'si Sin F+i(ti#n +esistan(e -.)$

'si Sin F+i(ti#n +esistan(e !.-5

(u t#nm!

t#nm!

t#nm!

Figu+e. Und+ained sea+ st+engt (u7 and adesi#n (#''i(ient 7 +elati#nsi*s T#mlins#n8 $)%07

D-k er*e/i-tir

ksek er*e/i-tirm


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For Fine Grained Soils

Pile Data

D Pile Radius 0.65 mL Pile Lengt !0.00 m

Soil Data

"#esi#n 5

N( "#e''i(ient ) Adesi#n "#e'i(ient 0.)

'si F+i(ti#n +esistan(e -.5 -.50

A* A+ea #' *ile *#int 0.,,

As Su+'a(e a+ea #' *ile sa't -0.%!

/* Pile Ti* 4ase +esistan(e $-.)! t#n/s Pile Sin F+i(ti#n Resistan(e $%,.6) t#n

Ultimate Pile L#ad $)%.6$ t#nFS Sa'et2 Fa(t#+ !.5

All#3a4le Pile "a*a(it2 ).-5 t#n

1uilding #' St+u(tu+al L#ad *e+ Pile 5 t#n

Sa'et2

1ea+ing "a*a(it2 '#+ Pile F#undati#ns

(u t#nm!

t#nm!

m!

m!

/ult

/all#3

/1

If internal 2rctioe%ual &, then

int

)oa* carrie* b+ p

)oa* carrie* b+ pile shaft


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Figu+e. F#+ Piled '#undati#ns8 Angle #' Sea+ing Resistan(e 7 and N& +elati#nsi*

eli 0az1klar

eli 0az1klar


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angel #$ is% is e%ual (

ile point


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.


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Distance!"

2 Laer State 0 02 6$% &&' (6) &($6 &09$% ()6 &9 &0& (2

' 20$% 92$% (0&0 22 ') 2'&2 2) *%$% 26&) 26 6* 2)&6 2' %'$% 22&' (0 %0 20$%20 (2 )&$% &922 () 2'$% &($62) (6 &($% 6$%0 0 0

P+#'ile $. La2e+ !. La2e+ t$ msn7

9P n#+mal msn7 2'2 &000 &2$*9P +e:e+s msn7 2'2 &000 &2$*9S msn7 &(( 2(% &6

!%! $000

S+ot ,--set 2 $0 $0Geop+one Space " 2 $.% $.%.er o- Geop+one &2

1IC.3SS VP noral" $.% m $.%1IC.3SS VP re4ers" $.% m

S3IS5IC 3F7C1I,. S1UDI3S

Pnor!al

tra4elti!

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tra4elti!e"8!sn

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Last $0 $0 Last ;- -;, ,;! !;

$ $.) $.) $;

') ')0 00 00 0

&6 &6

Dept

Sr-ace

Seisic Line Seri

Geop+sical Soil Section


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Se4ers

tra4elti!e"8!sn

Pre4erstra4elti!e"8!sn

0 0

( Laer State 2 6$% 9& )%) &% '* ))6 2) '( )(' 2' *9 )2&0 (2 *% )&

&2 (6 *& )0&) )0 6* (6&6 )& %'$% (2&' )2 %0 2'20 )( )&$% 2)22 )) 2'$% &%2) )% &($% 6$%0 0 0

P+#'ile $. La2e+ !. La2e+ ,. la2e+ t! msn7 t, msn7

9P n#+mal msn7 2(% %00 2000 &2 ((9P +e:e+s msn7 2(% %00 2000 &2 ((9S msn7 &%0 2*% %00A:e+age 9* msn7 2(% %00 2000

S+ot ,--set 2Geop+one Space " 2.er o- Geop+one &2

1IC.3SS VP noral" $.6 m ! $.! m1IC.3SS VP re4ers" $.6 m ;! $.! m

$ #+t. $.6 m! #+t. $.! m

Se4ers

tr

a4elti!e"8!sn

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0 ! - 6 % $0 $! $- $6 $% !0 !! !- 0

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P noral7t;

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S3IS5IC 1I53< DIS17.C3 G7P= 2 L7>3 5,D3L"

e "s",


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0 ! - 6 % $0 $! $- $6 $% !0 !! !- 0

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S3IS5IC 1I53< DIS17.C3 G7P= ( L7>3 5,D3L"


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Dr. Ferhat zep


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133 L7>3S 3SIS1IVI1> 5,D3LLI.G


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P#int $ P#int !$ $0 $0! $0 $0, $5 $5- !0 !0

5 0 06 0 0

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Dept

Sr-ace3lectric 7rra

Geop+sicalSoil Section

?WL

To return the "mainoption", click cell!


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T+ee la2e+ +esisti:it2in mete+s8 +esisti:it2 is

+esisti:it2 is '#+ te S(

La2e+ +esisti:ities and

seed !.5565 in(ludes *

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% )

$0 $$ $! $, $- $5 $6 $

$% $) !0 !$ 0.$$,)6 !! !, !- !5 !6 ! 0.0$$-0

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Dr. Ferhat "ep


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6.$$0) =$ 0.0%6%% 6.0$!)6, $-0 =! 0.0!,5 6.00))$ $5 =, 0.0$!%- 6.005!!) =- =0.00$! 6.00,5-5 =5 0.00,0-

6.0$$,!


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1OREHOLE 1OREHOLE


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1ale &$

SP1 ."Pec &9*)" 5eer+o- &9%6"

- !) ,0- = $07 !)=,0 ,0=,5

$0 =,07 ,0=,6 ,5=-0ius ,0=507 ,6=-$ -0=-5

C50 C-$ C-5

1ale -or Dept+ and SP1 ." Grap+De+inli m7 SPT N7

$- =$.5 $-$5 =, $5,) =-.5 ,)$$ =6 $$!, =.5 !,-0 =) -0!! =$0.5 !!,$ =$! ,$$) =$,.5 $)!$ =$5 !$

-5 =$6.5 -5- =$% -

1ale 2

SP1 ."! 0.!5

- 0.5% $

$5 !

,0 -

3stiation o- ?orinB Dept+ -or Site In4estiBation

Store Number ( Boring Depth (Db) 6.5 m

Boring Depth (Db) 12.9

7nBle o- S+earinB esistance

E8 B/c2

To return #main

options#, click cell !

1o dra@ SP1 ." A Dept+ Brap+8 erase t+elo@ tale .o Data or UD !

Dr. Ferhat zep

#o5ers 3e o5ers,


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SP1 C,3C1I,.S

?WL m7 $

*07D SP1 Field" C. C? CS C SP1corre .%% .&60" . "

&$' &% &$' &8* &$0 &$0 0$'0 #V7LU3! ### ### #V7LU3!

($( &% &$' &$6* &$0 &$0 0$'0 20$& &6$) &%$& &2$9

)$' &% &$' &$)% &$0 &$0 0$'0 &*$) &)$2 &($& &&$20

6$( &% &$' &$(0 &$0 &$0 0$'0 &%$6 &2$' &&$* &0$0

*$' &% &$' &$&9 &$0 &$0 0$'0 &)$2 &&$* &0$* 9$2

9$( &% &$' &$&0 &$0 &$0 0$'0 &($2 &0$' 9$9 '$%

&0$' &% &$' &$0% &$0 &$0 0$'0 &2$6 &0$( 9$% '$&

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&($' &% &$' 0$92 &$0 &$0 0$'0 &&$0 9$0 '$( *$&

&%$( &% &$' 0$'9 &$0 &$0 0$'0 &0$* '$' '$0 6$9

&6$' &% &$' 0$') &$0 &$0 0$'0 &0$& '$2 *$6 6$%&'$( &% &$' 0$'& &$0 &$0 0$'0 9$* *$9 *$( 6$2&9$' &% &$' 0$*' &$0 &$0 0$'0 9$( *$6 *$0 6$02&$( &% &$' 0$*% &$0 &$0 0$'0 9$0 *$) 6$' %$'

SPT(#++.7

$5.6

$-.! Estimati#n #' A:eage SPT 9alue$,.!

Data Num4e+ (SPT A:e+age7 &)$(

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Dr. Ferhat zep


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CS sam*ling $"1 1#+e +adius (#++e(ti#n. I' 4#+e +adius is 4et3en 65 and $$5 mm8 ten "1 is $

I' it as $50 mm +adius8 ten "1 is $8058 and i' it as !00 mm +adius8 ten "1 is $8$5.

C. -or SP1."8 e--ecti4e o4errden presre correction -actor


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+tQ ge+ile e'et' +tQ ge+il suie+en ta4aa asln"N atsat2ta4a alnl

(&$' 2($9 0$'0 0$'0 2$0))0 $.%

%'$( (%$* 2$(0 2$(0 &$6*(% $.5

')$' )*$% ($'0 ($'0 &$)%&( $.5

&&&$2 %9$( %$(0 %$(0 &$299& $.5

&(*$* *&$0 6$'0 6$'0 &$&'66 $.5

&6)$2 '2$' '$(0 '$(0 &$0990 $.5

&'6$( 90$2 9$'0 9$'0 &$0%(2 $.5

2&*$2 &06$( &&$(0 &&$(0 0$969* $.5

2)($* &&'$& &2$'0 &2$'0 0$920& $.5

26%$' &2%$% &)$(0 &)$(0 0$'92' $.5296$* &)&$* &%$'0 &%$'0 0$')02 $.5(2($& &%($) &*$(0 &*$(0 0$'0*( $.5()9$6 &6%$2 &'$'0 &'$'0 0$**'0 $.5(*6$& &**$0 20$(0 20$(0 0$*%&* $.5

+ )e3el


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5easred Geop+sical Paraeters S>5?,L U.I13 &$L7>3 2$L7>3

P 7V3 V3L,CI1> /s !%! $000

S 7V3 V3L,CI1> /s $,, !,5

D3P1= ,F L7>3 + $.% 3SIS1IVI1> V7LU3S o+5?,L U.I13 &$L7>3 2$L7>3

For (08 74araBe S S=37" 7V3 V3L,CI1> /sn 22)D3.SI1> Gardner at al$8 &9*)" &$2* &$*)

57 S=37 5,DULUS raer8 &996" 22)$) 96&$2

>,U.G 5,DULUS ?o@les8 &9''" 3 60'$9 2'2*$%P,ISS,. 71I, ?o@les8 &9''" < 0$(6 0$)*

?UL 5,DULUS ?o@les8 &9''" *09$% &6&2)$2S,IL FU.D753.17L P3I,D anai8 &9'(" sn 0$9

Ea Uc+iaa et al$ &9')" 0$9' ($%%

S,IL 75PLIFIC71I,. 5idoria@a &9'*" elati4e 2$6

SP1 ." V7LU3 Iai and >os+ira8 &9**" 1l#3 "#unt % (&

713 C,.13.1 ,Hcep et al8 2009" @ > 45 34)% ()

3S1I571I,. ,F G3,13C=.IC7L P775313S F,5 G3,P=>SIC7L

VpVs

Vs (0"Br/c(

Ga B/c2

B/c2

B/c2

1oE B/c2J

?

SP1(0"

To retu

options# , c

If +ou *osi


41/209

5easred Geop+sical Paraeters S>5?,L U.I13 &$L7>3 2$L7>3 ($L7>3

P 7V3 V3L,CI1> /s !,5 500 $500

S 7V3 V3L,CI1> /s $50 !5 500

D3P1= ,F L7>3 + $.6 $.! 3SIS1IVI1> V7LU3S o+5?,L U.I13 &$L7>3 2$L7>3 ($L7>3

For (08 74araBe S S=37" 7V3 V3L,CI1> /sn )((

D3.SI1> Gardner at al$8 &9*)" Br/c( &$2& &$)6 &$9(

57 S=37 5,DULUS raer8 &996" B/c2 2*2$* &&06$9 )'&%$*

>,U.G 5,DULUS ?o@les8 &9''" 3 B/c2 6(0$% 2')0$6 &(')%$&P,ISS,. 71I, ?o@les8 &9''" < 0$&6 0$2' 0$))

?UL 5,DULUS ?o@les8 &9''" B/c2 (0%$* 2&'($( (6920$(S,IL FU.D753.17L P3I,D anai8 &9'(" sn 0$)

Ea Uc+iaa et al$ &9')" B/c2 &$29 %$0* &9$%)

S,IL 75PLIFIC71I,. 5idoria@a &9'*" elati4e &$'

SP1 ." V7LU3 Iai and >os+ira8 &9**" 1l#3 "#unt ' )9 3FK

713 C,.13.1 ,Hcep et al$8 2009" @ > - - -#V7LU3! #V7LU3! #V7LU3!

3S1I571I,. ,F G3,13C=.IC7L P775313S F,5 G3,P=>SIC7L D717 For ( Laers"

VpVs

Vs (0"

Ga

1oEJ

?

SP1(0"


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st*$ s*t!

% (&

rn #main

lick the cell !

Dr. Ferhat "ep

nt ha3e a 3alue, pleasegn " 9 " # *ash$ !


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st*$ s*t! s*t,' )9 (0&

If +ou *ont ha3e a 3alue,please sign " 9 " # *ash$ !


44/209

I!aiand>os+i!ra&9**"

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,+ta and Goto &9*'"

#isan&99)"

,a!otoatal$&9'9"

Iai &9*'" Lee &990"

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iatal$200&"

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7llSoils

7llSoils

Pleistocene =alocene

7llSoils

Pliesto

cene

=alocene leistocen

Sand

Silt

Cla#

7llSoils

7llSoils

Cla#

Cla#

FineSand

5iddleSand

CoarseSand

Gra4ell#Sand

Gra4el

Cla#

FineSand

5iddleSand

CoarseSand

Gra4ell#Sand

Gra4el

Sand

Cla#

Sand

Cla#

Sand

Dept+!"

SP1."

Vs /s"

&$' ' &%& &60 &() &)* &)) &%( &%% &9% &0( &&2 &&0 &&' &&9 &%0 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9( 2

($( ' &%& &60 &%2 &6% &62 &*( &*) 220 &&6 &2* &2% &(( &() &69 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9( 2

)$' ' &%& &60 &6) &*' &*% &'6 &'' 2(* &26 &(* &() &)( &)) &'2 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9( 2

6$( ' &%& &60 &*( &'' &'% &9* &99 2%0 &(( &)) &)2 &%& &%2 &92 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9( 2

*$' ' &%& &60 &'0 &96 &9( 20% 20* 26& &(' &%& &)' &%' &%9 20& &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9( 2

9$( ' &%& &60 &'* 20( 200 2&( 2&% 2*& &)( &%6 &%( &6( &6% 20' &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9( 2

&0$' ' &%& &60 &92 2&0 206 2&9 22& 2*9 &)' &6& &%' &6' &*0 2&) &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9( 2

&2$( ' &%& &60 &9* 2&% 2&& 22% 22* 2'6 &%2 &6% &62 &*( &*) 220 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9( 2

&($' ' &%& &60 202 220 2&6 2(0 2(2 29( &%% &69 &66 &** &*' 22% &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9( 2

SP1 ." < Vs Velocit elations+ips

To return "main options" ,click the cell !

Dr. Ferhat zep


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&%$( ' &%& &60 206 22% 22& 2(% 2(* 299 &%' &*( &69 &'0 &'2 229 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

&6$' ' &%& &60 2&0 229 22% 2)0 2)2 (0% &6& &*6 &*( &') &'% 2() &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

&'$( ' &%& &60 2&) 2(( 229 2)) 2)6 (&0 &6) &*9 &*6 &'* &'9 2(' &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

&9$' ' &%& &60 2&* 2(* 2(2 2)' 2%0 (&% &6* &'2 &*' &90 &92 2)2 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

2&$( ' &%& &60 220 2)0 2(6 2%& 2%( (&9 &69 &') &'& &9( &9) 2)% &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

22$' ' &%& &60 22( 2)( 2(9 2%% 2%* (2) &*& &'* &'( &9% &9* 2)9 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

2)$( ' &%& &60 226 2)* 2)2 2%' 260 (2' &*) &'9 &'6 &9' 200 2%2 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

2%$' ' &%& &60 229 2%0 2)% 26& 26( ((2 &*6 &92 &'' 200 202 2%% &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

2*$( ' &%& &60 2(2 2%2 2)' 26) 266 ((6 &*' &9) &90 20( 20) 2%' &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

2'$' ' &%& &60 2() 2%% 2%0 26* 269 ((9 &'0 &96 &92 20% 20* 260 &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9

(0$( ' &%& &60 2(6 2%' 2%( 2*0 2*2 ()( &'& &9' &9) 20* 209 26( &%& 2(( &'6 &6& 20' &'9 &%9 206 2&' &') &2% &9


46/209

I!aiand>os+i!ra&9**"

,+aand1ori!i&9*0"

,+ta and Goto &9*'"

#isan&99)"

,a!otoatal$&9'9"

Iai &9*'" Lee &990"

S#oraandStooe&9'("

iatal$200&"

7t+anasopolos&99%"

7llSoils

7llSoils

Pleistocene =alocene

7llSoils

Pliesto

cene

=alocene leistocen

Sand

Silt

Cla#

7llSoils

7llSoils

Cla#

Cla#

FineSand

5iddleSand

CoarseSand

Gra4ell#Sand

Gra4el

Cla#

FineSand

5iddleSand

CoarseSand

Gra4ell#Sand

Gra4el

Sand

Cla#

Sand

Cla#

Sand

Dept+!"

Vs!/s"

SP1 ."

&$' &%0 ' 6 &% 9 &0 * * 2 *2 )) )9 (( (2 ' ' 2 ) 6 ( ) * ( 2 ) &% %

($( &%0 ' 6 * % % ( ( & (% 2& 2) &6 &6 ) ' 2 ) 6 ( ) * ( 2 ) &% %

)$' &%0 ' 6 % ( ( 2 2 & 2( &) &% && &0 ( ' 2 ) 6 ( ) * ( 2 ) &% %

6$( &%0 ' 6 ( 2 2 2 2 0 &* &0 && ' * 2 ' 2 ) 6 ( ) * ( 2 ) &% %

*$' &%0 ' 6 ( 2 2 & & 0 &( ' 9 6 6 & ' 2 ) 6 ( ) * ( 2 ) &% %

9$( &%0 ' 6 2 & & & & 0 &0 6 * % % & ' 2 ) 6 ( ) * ( 2 ) &% %

&0$' &%0 ' 6 2 & & & & 0 9 % 6 ) ) & ' 2 ) 6 ( ) * ( 2 ) &% %

&2$( &%0 ' 6 2 & & & & 0 ' % % ( ( & ' 2 ) 6 ( ) * ( 2 ) &% %

&($' &%0 ' 6 & & & & & 0 * ) ) ( ( & ' 2 ) 6 ( ) * ( 2 ) &% %

Vs Veleocit < SP1 ." elations+ips


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&%$( &%0 ' 6 & & & & & 0 6 ) ) ( ( & ' 2 ) 6 ( ) * ( 2 ) &% %

&6$' &%0 ' 6 & & & & 0 0 % ( ) 2 2 & ' 2 ) 6 ( ) * ( 2 ) &% %

&'$( &%0 ' 6 & & & 0 0 0 % ( ( 2 2 & ' 2 ) 6 ( ) * ( 2 ) &% %

&9$' &%0 ' 6 & & & 0 0 0 ) ( ( 2 2 0 ' 2 ) 6 ( ) * ( 2 ) &% %

2&$( &%0 ' 6 & & & 0 0 0 ) 2 ( 2 2 0 ' 2 ) 6 ( ) * ( 2 ) &% %

22$' &%0 ' 6 & 0 & 0 0 0 ) 2 2 2 2 0 ' 2 ) 6 ( ) * ( 2 ) &% %

2)$( &%0 ' 6 & 0 0 0 0 0 ( 2 2 2 & 0 ' 2 ) 6 ( ) * ( 2 ) &% %

2%$' &%0 ' 6 & 0 0 0 0 0 ( 2 2 & & 0 ' 2 ) 6 ( ) * ( 2 ) &% %

2*$( &%0 ' 6 & 0 0 0 0 0 ( 2 2 & & 0 ' 2 ) 6 ( ) * ( 2 ) &% %

2'$' &%0 ' 6 & 0 0 0 0 0 ( 2 2 & & 0 ' 2 ) 6 ( ) * ( 2 ) &% %

(0$( &%0 ' 6 & 0 0 0 0 0 ( 2 2 & & 0 ' 2 ) 6 ( ) * ( 2 ) &% %


48/209

$- - $ 6 ,$

% - ) - $6

6 - , $$

5 - 5 ! %

5 - - !

- - - ! 6

- - - ! 5

- - , ! -

- - , $ -


49/209

- - , $ -

- - , $ ,

- - , $ ,

- - , $ ,

- - ! $ ,

, - ! $ ,

, - ! $ ,

, - ! $ ,

, - ! $ !

, - ! $ !

, - ! $ !


50/209

Sam*le $ Sam*le ,

Li&uit Limid >7 *% Li&uid Limit >7 %%Plasti( Limit >7 60 Plasti( Limit >7 20

Plastisit2 Inde@ >7 &% Plastisit2 Inde@ >7 (%Sam*le ! Sam*le -

Li&uid Limit >7 )% Li&uid Limit >7 )%Plasti( Limit >7 (0 Plasti( Limit >7 20

UNIFIED SOIL "LASSIFI"ATION

To return "


51/209

Plastisit2 Inde@ >7 &% Plastisit2 Inde@ >7 2%

Figu+e $. LL=PI (u+:e

FiBre 2$ Granloetr Cr4e

0.00$ 0.0$0 0.$00 $.000 $0.000 $00.000

0.00

$0.00

!0.00

,0.00

-0.00

50.00

60.00

0.00

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)0.00

$00.00

Sam*leA

Sam*le1

Sam*le"

Grain SiHe "

PercentaBeFine"

0 $0 !0 ,0 -0 50 60 0 %0 )0 $00

0

$0

!0

,0

-0

50

60

Sam*le $ Sam*le !Sam*le , Sam*le -"#lumn U

Li&uit Limid LL >7

Plastisit2Inde

@PI6>7

"L


52/209


53/209

ain options", click cell !

Dr. Ferhat zep


54/209

FI.3 G7I.3D S,IL

PI (2


55/209

S#il T2*e is su( as

?


56/209

LL PI

0.0 -.0

!5.5 -.0

,0.0 .,


57/209

$000.0 $5.-

,0.0 .,

$000.0 %)!.%

50 0

50.0 $000.0

te

Sam*le D Sam*le E

,.500 )%.00 ,.500 ),.00!0.000 %%.00 !0.000 %%.00$-.000 5.00 $-.000 %6.-0$0.000 -.00 $0.000 %$.006.,00 !.,0 6.,00 ,.00,.,50 -6.00 ,.,50 ,$.00$.$%0 $).000 $.$%0 !$.000

0.6 ).00 0.6 $,.000.!$! 6 0.!$! ,0.06, $ 0.06, 0.)

?+ainSiKemm7

Pe+(entageFine >7

?+ainSiKemm7

Pe+(entageFine >7


58/209


59/209

Strctral Data

Dept+ o- FootinB eneat+ Brond sr-ace8 D- (

FootinB idt+8 ? )FootinB LenBt+8 L %

adis -or Circlar Fondation8 (

Laorator Data and Coe--icients

c 2$&

1 &$'

2 &$'

7nBle o- S+earinB esistance o" (0

Fondation Slope -ro 4ertical direction 0" 0

?earinB Capacit Coe--icients .E 22$)

?earinB Capacit Coe--icients .E &'$(

?earinB Capacit Coe--icients .c (*$0

?earinB Capacit Coe--icients .c (0$0?earinB Capacit Coe--icients 22$(

?earinB Capacit Coe--icients &%$6

?earinB Capacit Coe--icients 2$99( (*$0

S+ape Coe--icients &$)*9 (0$0S+ape Coe--icients &$2(9S+ape Coe--icients &$2(9

Dept+ Coe--icients &$2%9Dept+ Coe--icients &$&(0

Dept+ Coe--icients &$&(0

Slope Coe--icients &$000

Slope Coe--icients &$000Slope Coe--icients &$000

S,IL ?37I.G C7P7CI1>

S171IC A D>.75IC"

Co+esion8 ton/2

Unit eiBt+ o- ?ac-ill Soil8 ton/(

Unit eiBt+ o- Soil eneat+ FootinB8 ton/( / Lo@er L

.

.

*

s(

s&

s

d(

&

d

i(

i&

i

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$esic %&'()*

Dr.

+eyerhof %&')*

Teraghi %&'-)*

+eyerhof %&')*

+eyerhof %&'()*

Teraghi %&'-*


60/209

I- -ondation is elo@ t+e Brond@ater le4el8 please se t+e e--ecti4e nite @eiBt+ !1.0

&$' 0$'

Unit "#n:e+si#n

$

$0

$00 #+ Pa

Unit "#n:e+si#n

$0

$

$00 #+ Pa

Unit "#n:e+si#n

$00 #+ Pa

$0

$ ($0$.-%%!5

$.!,)-$!-0%5 $SP1 ." Vale &0 $.!,)-$!-0%5 $

(0 $.!5)-%)6.54 $.$!)--6)$5 $

ater Unit eiBt+8 ton/( @

Satrate Unit eiBt+8 ton/( s

3--ecti4e Unit eiBt+8 ton/(

g(m!

t#nm!

Nm!

t#nm!

g(m!

Nm!

Nm!

t#nm!

g(m!

c8 ton/2

/an0t %122)*

From Laboratory Data


61/209

$.$!)--6)$5 $

$ 0


62/209

3SUL1SSa-et Factor

Fro Laorator Data (

1erHaB+i &9)("Me GOreFondation 1pe

Strip Fondation 2*'$69 929ectenBlar Fondation 2')$%0 9)'

Circlar Fondation 2%*$'6 '60SEare Fondation 2'%$9% 9%(

5eer+o- &96("

(()$)6 &&&%

Fro in Sit 1ests

74araBe Vale

'+#m te F##ting de*t t# !1 de*t

SP1 corrected" 20

Fro SP1." Data

F#+


63/209

Seisic Soil ?earinB Capacit ic+ards at al$8 &99("

=oriHontal 7cceleration + 0.,

Vertical 7cceleration 4 0.!7cceleration Coe--icient !0.57nBle o- S+earinB esistan ,0

0p3 !.!,%

Seisic ?earin Capacit Factors 22$0.E3 &($*.c3 22$0

&*$0

Fondation 1pe

Strip Fondation &'&$2%Circlar Fondation &*0$69SEare Fondation &'2$90

Sa-et Factor(

Strip Fondation 60)Circlar Fondation %69SEare Fondation 6&0

For Sand Soils

it+ Je4eaert &9'(" 7pproc+8 4ariation o- 7nBle o- S+earinB esistance @it+ 7cceleration

(0

7cceleration B" 0$2

c coe-icient" 0$666666666*

2)

it+ ,aoto &9')" 7pproc+8 4ariation o- 7nBle o- S+earinB esistance @it+ 7cceleration

(07cceleration B" 0$2

+ 0$&SP1." &0

26

.

Elt 8 ton/2

Ea 8 Pa

static

dnaic

static

dnaic

?alues must be bet5een @9;&

?alues must be bet5een ;@9A@

)aborator+ an* structural *ata must beentere* in relate* section !


64/209

(i::me 0.$,,,,,,,,,

!,sin'i 0.,,,$%006%-$=!!sin'i 0.666%$)),$6

0.$)))5-0,$$0.%000-5)6%)

0.,))%,)056


65/209

Soil ?earinB Capacit Ea"

it+ Geop+sical Vs 4elocit " Data1eHcan at al8 2006"

74araBe Vale'+#m te F#undati#n de*t t# !1 de*t

Vp 600 /sn

Vs )00 /sn

? &$%

Soil 1pe 2

&'

0$9*

Ea &69 Pa

&a $65 Nm!

&a $5 Nm!

&a $%- Nm!

&a !0- Nm!

4i+im a(im TQ+ $ $.! Nm,

TQ+ ! $%.! Nm,TQ+ , $).! Nm,

TQ+ - !$.! Nm,

&a $5:sC500 &a 9ALUEX

s: 9ALUEX

175

al'a$ $al'a! 0.)65al'a, 0.%$5 0.$

0.%!

al'a

p ./(

,nt.

3a

Unit eiBt+ -ro Vp

Soil ?earinB Capacit

F#undati#n Widt


66/209


67/209


68/209

1ale &$

I' 9sC500 msn8

I- ? 4ale is &82 ? (80 8 t+en a N &8&(


69/209


70/209


71/209

*e ,7


72/209


73/209


74/209

s*tden tQ+e2en :s K

s*tdQK Qst DI90X

#V7LU3!


75/209


76/209


77/209

s*t

0

2as0 0

0.00

0.00

!)-.%%$-

,!.!!

$)6.0,6-$5$.-,5


78/209


79/209


80/209

Strctre DataE &00

Dept+ o- FootinB8 D- 2

idt+ o- FootinB 8 ? (FootinB LenBt+8 L 2

&$'

.et Contact Presre 96$)

9)%$)

7nalsis @it+ Static LoadsSettleent Iediate8 Coarse Grained Soils"

?rland 4e ?rriBde &9'%" 7pproac+E $00L ! m

? , m= 5 mt $0 2l

$0D- ! m

$.%

Ic r 0.!

r( 0.,J& !.! m

=0.-s 0.%- 1.0-t $.-

)6.-0

)-5.-

74eraBe "

Si Settleen $6$.!5,.

Settleet Consolidation" II $!0000.,

0$000&0000

4 0.000$= , m

Enet $-5

Sc Settleent" -,.5 mm

S311L353.1 7.7L>SIS StaticA Dnaic"

Contact Presre8 ton /2

Unit eiBt+8 ton/(

Enet ton/2

./2 ada Pa

t#nm!

SP1."Correct$

t#nm,

Enet t#nm!

Nm!

3 ./2" poison ratio"

4 2/."

m!N

Nm!

6et 4tructure ;oad

;oad

From Figure (

Fom Table (

Fom Table &

Ticknes of ;ayerfor Analysis

Duration %min ) years*

To return "mai

3erage 3alue for ;B*epth

Dr. Ferhat "ep


81/209

Settleent Claed Soils" III

!00 0.) S1 0.55

E !-0

? , m

L 6 m

D- $.5 m

= ,.5 m

3d

Enet !$0

Si --.55 mm

FiBre ($ Ipact -actors -or settleents

Nm,

Nm!


82/209

Settleent IV

E !-0L 6 m? ,.5 mD- ! m !0 0.5

3

Enet !00Is $.-- Fe@i4le F#undati#nIs $.$$ Rigit F#undati#n

Settleent Si"&0*$9 Fle@i4le F#undati#n'($2 Rigit F#undati#n7

Siple 7pproac+es &"Settleet -ro Ea otained SP1 4ale" V

Enet !-0

Ea !50

Settleent Si"

2)$0

Siple 7pproac+es 2"-ro SP1 Vale 5eer+o- 7pproac+" VI

Enet !-0 2%$2SP1 ." $5 !0.,

? $.5 m

Settleent Si"

2%$2 (0$)

Siple 7pproac+es ("-or SP1 4ales 1erHaB+i and Pec 7pproac+" VII

Enet !-0SP1 ." $5

? $.5 mD- $.5 m

G$$L$ , mSettleent Si"

Nm!

Nm,


83/209

()$6

Siple 7pproac+es )"

-or SP1 4ale ?o@les8 &9**" VIII

SP1 &%? &$% m !-

E 2)0 !0.%0)$!!!.))%)%!

Settleent Si"2($0

Siple 7pproac+es %"-ro SP1 4ale 5eer+o-8 &9*)" I

SP1 &%? &$% m

E 2)0

Settleent Si"-or Silt Sand (2$* -or Sand and Gra4el &6$(

Siple 7pproac+es 6"-or SP1 4ale 5eer+o- &96%"

SP1 &%? &$% m !-

E 2)0 ,,.!)55,),-.-)%--

Settleent Si"()$%

Nm!

Nm!

Nm!


84/209


85/209

$

Ta4le $+ 0.!+, 0.,

options" , click the cell !

Francis #(6C$


86/209

3stiation 3lastisit 5odls -or eprical relations

3stiation o- 3lastisit 5odls -or SP1 ." Vale -or SandsSP1 ." Vale 5

3

ands n#+malll2 "#nsalidated7 )5-5 Pa $0

!$$,! Pa !$

Sands Satu+ate7 -, Pa 5

Sands O:e+(#ns#lidated7 !)!50 Pa !)

?+a:ell2 Sand and ?+a:el $!$0) Pa $!

"la2ed Sand 6$0) Pa 6

Silt2 Sand ,0! Pa ,

3stiation o- 3lastisit 5odls -or E 4ale -or clas

E )% Pa3

I* C ,0 min -)00 Pa -.)

ma@ !-500 Pa !-.5

I* ,0 #+ Sti'' "la2 min !-500 Pa !-.5

ma@ ,500 Pa ,.5


87/209

R#( 08$=08-

7

ons


88/209


89/209

Sa-et#F

actorSF"

FiBre )

ue

2* :alue


90/209

Figu+e $. Estiamti#n #' I( (#e''i(ient '#+m SPT 9alues F#+ sands and g+a:1u+land :e 1u+4+igde $)%57.


91/209

3stiation o- elastisit odls -or SP1 4aleSP1 4ale 5

3

Sand )560 Pa $0

"la2ed Sand ,$% Pa ,

Silt 3it sand7 ,!, Pa -

?+a:el 3it sand7 !- Pa ,

Sandmin7 !,))) Pa !-

Sand ma@7 ,-!%- Pa ,-

,6,0 !-

,!, $!)-)

3stiation o- elastisit odls ot+ SP1 4ale and poison ratio

Poison atio

SP1 4ale 5 0.,

3

Sand ,)0% Pa -


92/209


93/209


94/209

= / = "

FiBre %


95/209

els


96/209

>ebb #(66$

>ebb #(66$

Begeman #(67C$

Begeman #(67C$

Tromifenko3 #(67C$

Tromifenko3 #(67C$

Farrent #(6A$


97/209


98/209


99/209

7cceleration B"

0$2 0$)0$(0$& 0$%

FiBre 6


100/209

0


101/209


102/209


103/209


104/209


105/209

&$ 7PP,7C=SP1 Data

Scot &9'&"

SP1 ." Vale $5s 2*00

s 2*000

2$ 7PP,7C=

Fro FiBre

E 2$0

SP1." &(

12 using &u #+ SPTN7 :alues8 Angle #' Sea+ing Resistan(e #+ &u8

*lease estimate te su4g+ade +ea(ti#n (#e''i(ient '+#m '#ll#3ing Figu+e$ X

3S1I571I,. ,F SU?G7D3 37C1I,. C,3FFICI3.1

ton/(

./(

B/c2

To return #

4cott %&'&*

Dr. Ferhat zep


106/209

FiBre &$ 3stiation od SBrade eaction coe--icient --ro SP18 E and 7nBle o- S+earinB esistance

" -ro Reerciol8 2002"


107/209

($ 7PP,C=

?o@les &9''"Ea &&0

SF sa-et Factor" )

s &*600

)$ 7PP,C=

?o@les &9''"

620s 24.000-48.000

%$ 7PP,C=

12 using te '#ll#3ing Ta4le 8 *lease sele(t te su4g+ade +ea(ti#n (#e''i(ient X

Ta4le 1#3les8 $)%%7

S#il T2*eL##se Sand -.%00 = $6.000


108/209


109/209

0

*$ >7L7RI5

?o@les &9''">ala;S ,tra" (0

Enet 2%0

s '(((

./2

./(

?o7les %&'* @akla0m0


110/209


111/209

1i+im DnQQmQ

$

$0

$00 2ada Pa

1i+im DnQQmQ

$0

$$00 2ada Pa

1i+im DnQQmQ

$00 2ada Pa

$0

$

g(m!

t#nm!

Nm!

t#nm!

g(m!

Nm!

Nm!

t#nm!

g(m!


112/209


113/209

.ecessar Data&%2%

7cceleration B" 0$)

Co+esion8 c (

&$*

&$ 7pproc+ : it+ Static Loads

For Sand Soils

2)

(6

FS &$6

SL,P3 S17?ILI1> 7.7L>SIS S171IC 7.D D>.75IC"

Slope anBel8

7nBle o- S+earinB esistance8

ton/2

Unit @eiBt+" ton/(

Slope 7nBle8

7nBle o- S+earinB esistance8 4afety Factor

To return "main options" , click the cell !

Dr. Ferhat "ep


114/209

FiBre &$ Slope Paraeters

2$ 7pproac+: it+ Dnaic 3art+Eae" Loads Sia+i and 7nsal8 &99("

3art+Eae 7cceleration B" 0$))% 0 029 ,.)0 ,.-

.&in" 2.17 &$2

FS &$2MEDIUM RI! " #L

Slope 7nBle8 7nBle o- S+earinB esistance8 4afety Factor

5lease select one of the follo7ing :alues , &g=2,1g= 2,)g :e 2,-g !


115/209

FiBre 2$ Variation o- .&in" 4ales @it+ acceleration and slope anBle Sia+i and 7nsal8 &99("

($ 7pproc+: Slope triBBered eart+Eae8 and estiation o- critical acceleration ac" ilson et al$8 &9*9"

B Bra4itation" 9'0 0$(' B

c co+esion" ,,5

!- 0$(0 B

$. ., IS+ slidinB laer ticness" ,

c/sn2 a(ton/2

Slope 7nBle8

7nBle o- S+earinB esistance8 ad Unit 3eigt7 ton/(

a* #*esign acceleration$

ac


116/209

)$ 7pproc+: Slices 5et+od Static State"

FS &$&

slice @idt+

b (m) h (m) +@ "

1 3.0 1.0 $.0 19 -22.02 2.4 2.5 !.- 19 -18.03 2.4 4.2 -.0 19 -9.04 2.4 5.8 5.- 19 -3.05 2.4 7.0 6.- 19 1.06 2.4 8.0 .- 19 7.07 2.4 8.9 .6 19 13.08 2.4 9.4 .5 19 19.59 2.4 9.6 6.$ 19 26.0

10 2.4 9.5 6.$ 19 33.011 2.4 8.8 -.) 19 40.512 2.4 7.1 !.% 19 48.513 1.6 4.5 0.! 19 56.714 1.5 1.6 0.0 19 65.5

slicelenBt+

SlicelenBt+nderGL

nite@eiBt+

anBle -or4ertical

co

si!enumber

./("


117/209

%$ 7pproc+: Slices 5et+od Dnaic/3art+Eae State" Das8 &99("+ 0$&2 22$'(

FS 0$'

slice @idt+ slice lenBt+

Lsi!e number b (m) h (m) +@ " 1 3.0 1.0 $.0 19 -22.0 !$2 2.4 2.5 !.- 19 -18.0 !03 2.4 4.2 -.0 19 -9.0 $)4 2.4 5.8 5.- 19 -3.0 $%5 2.4 7.0 6.- 19 1.0 $6 2.4 8.0 .- 19 7.0 $67 2.4 8.9 .6 19 13.0 $58 2.4 9.4 .5 19 19.5 $-9 2.4 9.6 6.$ 19 26.0 $,

10 2.4 9.5 6.$ 19 33.0 $!11 2.4 8.8 -.) 19 40.5 $$12 2.4 7.1 !.% 19 48.5 $013 1.6 4.5 0.! 19 56.7 )14 1.5 1.6 0.0 19 65.5 %

slicelenBt+nderGL

nite@eiBt+

anBle -or4ertical

co+

./("

kh acceleration

ra*ius #m


118/209


119/209

0

9ALUEX

Dr. Ferhat

zep


120/209

0., 0.-!.5! !.$

1ale &$ is Le4els -or 5icroHonation

SF Ris Le:el S2m4#l

$ Hige+ Ris

$ ? !


121/209


122/209

Dilim A+l

wi ui (7)-

5 ,.!- 5!.%5 $0 ,!$$- !.5! $0%.-, !- 6$ -$)! !.-, $%).$6 -0 )!6- !.-0 !6-.$! 5- $,0 $,$) !.-0 ,$).$5 6- $5- $,65 !.-! ,6!.0% - $) $-06 !.-6 ,)5.-5 6 $% !-!) !.55 -0-.0% 5 $)$ !-,% !.6 ,),.50 6$ $6, !-,, !.%6 ,6,.,% 6$ $5 $-0$ ,.$6 ,05.!, -) $55 $,!- ,.6! !$-.6, !% $0$ $$, !.)$ 5.$6 ! 6

-6 ,.6$ $%.), 0 0 39.25 $%

bi/cosi wi.cosi ubi/cosi


123/209

Dilim A+l

wi ui (7)-

5 ,.!- 5!.%5 $0 ,! !$$- !.5! $0%.-, !- 6$ -$)! !.-, $%).$6 -0 ) )

!6- !.-0 !6-.$! 5- $,0 $,,$) !.-0 ,$).$5 6- $5- $6,65 !.-! ,6!.0% - $) $%-06 !.-6 ,)5.-5 6 $% !0-!) !.55 -0-.0% 5 $)$ !-,% !.6 ,),.50 6$ $6, !,-,, !.%6 ,6,.,% 6$ $5 $%-0$ ,.$6 ,05.!, -) $55 $5,!- ,.6! !$-.6, !% $0$ $$, !.)$ 5.$6 ! 6 6

bi/cosi wi.cosi ubi/cosi


124/209

-6 ,.6$ $%.), 0 0 39.25 $


125/209

Hal "


126/209


127/209


128/209

tanfi tan fi x 7-9

t#*lam 4i(#sa i (#esi#n=!$ 0.---)- ).$!!0,, ,%.%!-!=,5 0.---)- !$.!)%6% ,0.!%055=,0 0.---)- -0.)!,%5 !).$5%6,=$- 0.---)- 5).)5 -,.!5)!,

6 0.---)- ,.655, !%.%0-,%-- 0.---)- %$.-)5 !).0$606)$ 0.)))!0- !0%.0)0! --.,,5$6

$-, 0.---)- )-.%-06 ,0.5505%$)! 0.---)- $0!.6!6 ,!.0,),-!,6 0.---)- %-.0,-,$ ,-.,,,55!6$ 0.---)- 6.0!!)% ,.%6!)!!-! 0.---)- 50.-0$$$ -,.--!5$$- 0.---)- ,0.%5-,, ,-.)--5--$ 0.---)- %.-!5$6% -,.,50-6

1270 ),!.505 500.!0!,

wi.sini


129/209

tanfi tan fi x 7-9

3i LR7 t#*lam 4i(#sa i (#esi#n=!$ 6., 0.---)- ).$!!0,, ,%.%!-!=,5 $!.0 0.---)- !$.!)%6% ,0.!%055=,0 $).$ 0.---)- -0.)!,%5 !).$5%6,=$- !5.0 0.---)- 5).)5 !%.%,)-%

6 !%.5 0.---)- ,.655, !%.%0-,%-- ,0. 0.---)- %$.-)5 !).0$606)$ ,!.0 0.---)- )!.66%5- !).556

$-, ,$.5 0.---)- )-.%-06 ,0.5505%$)! !).) 0.---)- $0!.6!6 ,!.0,),-!,6 !., 0.---)- %-.0,-,$ ,-.,,,55!6$ !,.! 0.---)- 6.0!!)% ,.%6!)!!-! $.0 0.---)- 50.-0$$$ -,.--!5$$- 6.5 0.---)- ,0.%5-,, ,-.)--5-

wi.sini


130/209

-$ $.) 0.---)- %.-!5$6% -,.,50-61270 !)$.0 %$.$-%) -$.00-!


131/209

>ear Inter4al &0%P#is#n P+#4a4ilit2 Dist+i4uti#n

Point ner -or reBression 6

5aBnitde Inter4als

.i ,ccrence .ers" 2' && % & &

74eraBe 5aBnitde 5 or i" -. 5.! 5. 6.! 6.- $) % , !

0.--6$)0-6 0.$%0)5!,%$ 0.06$)0-6! 0.0!%5$-!%6 0.0$)0-6$)=0.,-)0)$--$$ =0.-!-,56)%$ =$.$$%0)),$!$ =$.5--06%0--- =$.!0$5),0,-

,5.000000 a !.,5-)))55=.-)50-,$ =0.66)6),06

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=-.5!5-$,6$!-.-)00000

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)$%5 T%$0 %$0 5 T %$% %$% 5 T6$0 6$0 5 T6$% 6$% 5 T*$0

.i clati4e"

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i

Y$

i2

i>i LoB ." N a

."

5raparedDr.Ferhat

%stanbul ni:Department of Eeophy

To *ra5 corectl+ thegraph, erase "&" cell !

Dr. Ferhat "ep

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132/209

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0.5 $.$$0.6 $.560. !.5%0.% -.5%0.) -.),$ ,.-6

$.$ !.60$.! !.$-$., $.%$.- $.6)$.5 $.56$.6 $.-

$. $.-0

$.% $.,-$.) $.,0! $.!6

!.$ $.!-!.! $.!$!., $.$)!.- $.$!.5 $.$6

&

2

0 0.5 $ $.5 ! !.5 ,0.00

!.00

-.00

6.00

7pli-ication Spectr 1@o Laers"

elati4e7!pli-ication

?u 5rogram iki tabakal0 eminkoular0 i"in ?I@IT+hesab0 yapar.

Ja0rlayanBDr. Ferhat "ep.I. +Kh. Fak. Leo>ik +Kh. ?Ml.

( L *ensit+ for (st la+er #grHcmA$; L *ensit+ for ;n* la+er #grHcmA$?( L hear 5a3e 3elocit+ for (st la+er#mHs$?; L hear 5a3e 3elocit+ for ;st la+er#mHs$h(L tickness of la+er #m$


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7pli-ication Undaped Soil" IV

+& (04s& &)0

1H 0.%6 ,.$-

Period elati4e 7pli-ication0.$ $.5)0.! $.$$0., -.-50.- $.0,0.5 $.$$

0.6 $.6$0. !.)00.% ).000.) $,.!5$ -.-%

$.$ !.)-$.! !.,0$., $.)6$.- $.5$.5 $.60$.6 $.50$. $.-!

$.% $.,6$.) $.,!! $.!%

!.$ $.!5!.! $.!!!., $.!0!.- $.$%!.5 $.$6

Period s"

0.00

!.00

-.00

6.00

%.00

$0.00

$!.00$-.00

7pli-ication Spectr Undaped Soil"

elati4e7!pli-ication

RiNit AnakayaKerindesMnKmsK biremin i"in?KyKtmeOninhesaplanmas0

Ja0rlayanBDr.Ferhat "ep.I. +Kh. Fak.Leo>ik +Kh. ?Ml.

?( L hear 5a3e 3elocit+ for (st la+er #mHs$h(L tickness of la+er #m$


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0 0.5 $ $.5 ! !.5 ,

Period s"


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55 60 65 0 5 %0 %5 )0 )5 %00 %050

5

$0

$5

!0

!5

,0

,5

Sea+


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$50 !00 !50 ,00 ,50 -000

5

$0

$5

!0

!5

,0

,5

De*t6m7

Sea+ Wa:e 9s7 9el#(it28 msmsn7


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Dept+ " Ga Sear a4e Velocit

$.% 60 !00 $.),., 60 !00 $.)-.% 60 !00 $.)6., 60 !00 $.).% 60 !00 $.))., 60 !00 $.)

$0.% 60 !00 $.)$!., 60 !00 $.)$,.% 60 !00 $.)$5., 60 !00 $.)$6.% 60 !00 $.)$%., 60 !00 $.)$).% 60 !00 $.)!$., 60 !00 $.)!!.% %00 !00 !.0!-., %00 !00 !.0!5.% %00 !00 !.0

!., %00 !00 !.0!%.% %00 !00 !.0,0 %00 !00 !.0

Densit Br/c("


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G$$L & 5aBnitde *$2

Data 5SF &$&&0&60&* 7cceleration8 a B" 0$)

Dept+

1!"

rd CS3"

&$' &$* ) (0$0 22$2 0$'0 0$9''&)*0 0$()'($( &$' ) %6$% (($9 2$(0 0$9**('9( 0$)2()$' &$' ) '($0 )%$* ($'0 0$9669(09 0$)%66$( &$' ) &09$% %*$% %$(0 0$9%%&(%2 0$)*(*$' &$' ) &(6$0 69$( 6$'0 0$9(9*0&) 0$)'09$( &$' ) &62$% '&$0 '$(0 0$9&*9))& 0$)*'

&0$' &$' ) &''$9 92$' 9$'0 0$''*%6%& 0$)*0&2$( &$' ) 2&%$) &0)$6 &&$(0 0$')*'9(* 0$)%)&($' &$' ) 2)&$9 &&6$( &2$'0 0$'00'6*' 0$)((&%$( &$' ) 26'$) &2'$& &)$(0 0$*%0*&0) 0$)09&6$' &$' ) 29)$9 &(9$9 &%$'0 0$*022&29 0$('%

&'$( &$' ) (2&$) &%&$* &*$(0 0$6%'9&&2 0$(6(&9$' &$' ) ()*$9 &6($) &'$'0 0$622(666 0$())

2&$( &$' ) (*)$( &*%$2 20$(0 0$%92%(6' 0$(29

Soil LiEe-action 7nalsis

Br/c!

("

F.Fine"#nt

v(k

Pa)

v'(

kPa)

To return #main options# , click the cell !

Dr. Ferhat "ep

to continet+e analsis

IIIV

=roun* >ater )e3el


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189/209

LiEe-action 7nalsis SP1 Data?orinB Site al#:a

?orinB Point S$

Dept+

SP1-ield"

C.

C?

CS

C

.&60"

C

J"

SF

PL"

&$' 20 &$*0 &$0 &$0 0$'0 20$) 0$2))*( 0$*0(%( '2($( 20 &$*0 &$0 &$0 0$'0 20$) 0$2))*( 0$%*'% 9))$' 20 &$)' &$0 &$0 0$'0 &*$* 0$209'( 0$)%9*) 996$( 20 &$(2 &$0 &$0 0$'0 &%$' 0$&'*0( 0$(9%)* &00*$' 20 &$20 &$0 &$0 0$'0 &)$) 0$&*&2* 0$(%*0' &009$( 20 &$&& &$0 &$0 0$'0 &($( 0$&%9%( 0$((()& &00&0$' 20 &$0) &$0 &$0 0$'0 &2$% 0$&%0(% 0$(200& &00&2$( 20 0$9' &$0 &$0 0$'0 &&$* 0$&)29& 0$(&)69 &00&($' 20 0$9( &$0 &$0 0$'0 &&$& 0$&(6*) 0$(&%'( &00&%$( 20 0$'' &$0 &$0 0$'0 &0$6 0$&(&%& 0$(2&62 &00&6$' 20 0$'% &$0 &$0 0$'0 &0$& 0$&2*0& 0$((00& &00

&'$( 20 0$'& &$0 &$0 0$'0 9$* 0$&2(0' 0$((90% &00&9$' 20 0$*' &$0 &$0 0$'0 9$) 0$&&962 0$()*(2 &002&$( 20 0$*6 &$0 &$0 0$'0 9$& 0$&&6%) 0$(%)0% &00

FiBre 2$ C < .& 60" elations+ips

5robability;i3uefaction

;iao et al.%&'*If '(#&$ 3alue is bigger

than A&, then 5rite ""

If T #2el*$ 3alue is biggerthan @&, then 5rite ""

to contine

4afety Factor


190/209

I@asai et al$ &9*'" 7pproac+D%08 Fine Content FC"8 SP1 ." 4ale

F.

SP1-ield"

2 (Fa(t#+s & 2 a" 2" 2 c " 2 (a" (" (

S#il Ea+t&. 0$)&0'% 0$&9 0$&22)&%(&


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4e8 a B olara" 0$)0

LIU3F7C1I,. 7.7L>SIS ?> 3L71IV3 D3.SI1>

Saple &A((l. g7 0.!

D+ >7 0.5

FiBre ($ LiEe-action ris relati4e densit and acceleration1eHcan 4e 1eri8 &996"

0.$ 0.$! 0.$- 0.$6 0.$% 0.! 0.!! 0.!- 0.!6 0.!% 0.,0

0.$

0.!

0.,

0.-

0.5

0.6

0.

0.%

0.)

$7cceleration < elati4e Densit " elations+ips

7cceleration B"

Drelati4eDensit#"

5edi is"

.o is"

=iB+er is"

8(ell X

1e'#+e te anal2sis8 *lease ente+ tedata +elated(ell X


192/209

Ta4le . "#++e(ti#ns t# SPT as listed 42 R#4e+ts#n W+ide $))%7a'te+ #ud et al.8 !00$7.

LiEe-action possiilit o- Silt and claed sands 7ndre@s 4e 5artin8 2000"

"la2 "#ntent >-

LL'32 (E I)IL*+M*Y* ,** LL/32 (E *YRII *LI+M*L*R ERE!(R


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V7I71I,. ,F S7F31> F7C1, SF" I1= D3P1=

SPT 9s SPT 9

De*t6m7

SF

SF S

F

S F

&$' 0$*0 0$*0($( 0$%' 0$22 0$%' 0$2)$' 0$)6 0$&' 0$)6 0$6$( 0$)0 0$&% 0$)0 0$*$' 0$(6 0$&( 0$(6 0$9$( 0$(( 0$&2 0$(( 0$

&0$' 0$(2 0$&2 0$(2 0$&2$( 0$(& 0$&& 0$(& 0$&($' 0$(2 0$&& 0$(2 0$&%$( 0$(2 0$&2 0$(2 0$&6$' 0$(( 0$&2 0$(( 0$&'$( 0$() 0$&2 0$() 0$

&9$' 0$(% 0$&2 0$(% 0$2&$( 0$(% 0$&2 0$(% 0$

0.00 0.!0 0.-0 0.60 0.%0 $.00 $.!0

=!5

=!0

=$5

=$0

=5

0

Sa-et Factor SF" A Dept+

SPT DataSa'et2 Fa(t#+ 1#unda+29s Data

SF

Dept+!"

To *a5 therease th

To *a5 the graph, pleaseerease the "?eriok" !!!


195/209

7ndrs andStooe &999"

$0$5) ms

$5) msn$0

$

s$

s$

$


196/209

3stiation o- tres+old acceleration s+ear @a4e 4elocit Dor 4e di$ &9'&" approac+

Vs 200 /snH (

G/Ga 0$'Unite S+ear De-oration 0$000&

0$&& B0$&' B0$(0 B

SF 0$6

LiEa-action

1res+old 7cceleration Vale at"DesiBn 7cceleration ad"

3pected 7cceleration aa" estimate '+#m seismi(aKa+d anal2sis and

atenuati#n +elati#nsi*s

Ti(nes #' s#il la2e+

Sea+ 3a:e :el#(it2


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3V7LU71I,. ,F 57I5U5 737 F, LIU3F7C1I,.

7" 3art+Eae aBnitde 5Y" A ai epicentral distance o- liEe-ation


199/209

!6.- L#3e+ Limit

Sols/ 7re4iations

-or SP1. ."8 respecti4el ?ore+ole Diaeter8 SaplinB 5et+od and oad LenBt

N#t 1u *+#g+amda $7 ee+ su ie+en ta4aa alnl s'+sa s:lama #lma2a(andan #t#mati #la+a ?! alnmatad+.

!7 Te#+i #la+a N$607 dee+i ,0;dan8 SPT A+aKi7 dee+i 50;den :e 9s$ dee+i de :s$( masimum !!0 msn7den 4Q2Q dee+le+de s:lama

4No4errden presre4M Ne-ecti4e o4errden presreSI1 N ticness o- satrated soil laer "

DN Dept+ o- 7nalsis "FCNFine ContentG$$L$N Grond ater Le4el "N Unit @eiBt+5 N 5aBnitde o- desiBn eart+Eae7cceleration a" N acceleration o- desiBn eart+Eae B"SP1 -ieldsN SP1." 4ale in t+e -ield.&60" N corrected SP1 ." 4aleVs -ield"N s+ear @a4e 4elocit in t+e -ieldVs&N o4errden stress corrected s+ear @a4e 4elocitrdNStres redction -actorC. 4e CV N -or SP1." and Vs8 e-ecti4e presre correction -acotorC?8 CS and CCS and CN Cclic Stress atio and Cclic esistance atio

5SFN 5aBnitde ScalinB FactorDr " N elati4e densit "-N Distance -ro acti4e -alt "eN 3picentral or +ipocentral distance "5@N 5oent aBnitde5XNXapon 5eteoroloB 7Banc 5aBnitde ScaleS>N .o LiEe-action8 S,N LiEe-action Possile and SVNLiEe-actionLpN LiEe-action PotentialPLN LiEe-action Proalit


200/209

P+#g+am 4u dee+den 4Q2Q dee+le+ iin8 S S:lama #7 i'adesi :e+metedi+.


201/209

ph, pleaseeriok" !!!


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These programs were prepared by Dr Ferhat OZCEP

Web page: www.istanbul.edu.tr/eng/!"m/o#$ep

Attention !!!

E mail : [email protected]

Data must enter only %iared $olored $ell/letters

T# +etu+n 4egining8 *lease (li

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