liquefacVer0-2.xls

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Liquefaction Evaluation

INSTRUCTIONS This spreadsheet identifies possible zones of liquefaction in a soil profile. Itcompares the anticipated cyclic shear stresses induced by an earthquake tothe esitmated cyclic strength of the soil. Zones where the induced stress isgreater than the cyclic strength are deemed zones of liquefaction. Themethodology involves two distinct processes:1. ompute the equivalent cyclic shear stress induced by an earthquake vs.depth!. ompute the cyclic shear strength of the soil profile"tep #1$ can be accomplished in many ways% however the simplest is themethod developed by "eed and Idriss #1&'1$ where induced stresses aredetermined by earthquake magnitudes and depth of the soil deposit. (ther

methods include field correlations by authors on site)specific earthquakes% or1)* wave propagation analysis by computer #"hake% +oc,-1$."tep #!$ is most)easily done by correlating cyclic strength to corrected "T blow count. /lternatively% T data% laboratory data% and other measures ofsoil cyclic strength can be used.

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!@ " !4.4< 3!1.1< 16.6 3!'.?3 !@ "

!@ " !@.@6 334.1! &.4 3!@.'1 !@ "

Load,τcyc (N1)60 Resist,τcyc



!@ " !?.@! 34?.<4 &.@ 33<.3< !@ "

!@ " !'.@4 3@&.3! 16.1 3?@.<< !@ "

!@ " !<.@? 3'1.@4 16.? 3&4.<4 !@ "

!@ " !&.@< 3<3.4& 11.! 4!4.4! !@ "

!@ " 36.?6 3&@.1@ 1!.! 4?'.'' !@ "

!@ " 31.?3 46?.@6 13.4 @!1.?& !@ "

!@ " 3!.?@ 41'.@! 14.? @<6.!3 !@ "

!@ " 33.?' 4!<.!1 1@.< [email protected]< !@ "

!@ " 34.?& 43<.@3 1'.6 '1!.@3 !@ "

!@ " 3@.'1 44<.4' 1<.1 '&!.&3 !@ "

!@ " 3?.'3 4@<.6! 1&.! <<3.43 !@ "

!@ " 3'.'@ 4?'.1? !6.3 164<.4< !@ "

!@ " 3<.'' 4'@.<' !1.3 361!.!& !@ "

!@ " 3&.'& 4<4.13 !!.3 36<@.'! !@ "

!@ " 46.<1 4&1.&3 !3.& 31@&.1@ !@ "

!@ " 41.<3 4&&.!@ !@.' 3!3!.@< !@ "

!@ " 4!.<@ @6?.6& !'.4 336?.61 !@ "

!@ " 43.<< @1!.4! !&.6 33'&.44 !@ "

!@ " 44.&6 @1<.!! 36.' 34@!.<' !@ "

@ "+ 4@.&! @11.41 6.6 6.66 @ "+

@ "+ 4?.&4 ?3&.'4 6.6 6.66 @ "+

@ "+ 4'.&? ?4!.<< 6.6 6.66 @ "+

@ "+ 4<.&< [email protected]& 6.6 6.66 @ "+

@ "+ @6.66 [email protected] 6.6 6.66 @ "+



!?.@! <.!34,)64 6.6 6.666,J66 !@ "

!'.@4 <.@4!,)64 6.6 6.666,J66 !@ "

!<.@? <.<44,)64 6.6 6.666,J66 !@ "

!&.@< &.141,)64 6.6 6.666,J66 !@ "

36.?6 &.6<6,)64 6.6 6.666,J66 !@ "

31.?3 &.3@!,)64 6.6 6.666,J66 !@ "

3!.?@ &.?1',)64 6.6 6.666,J66 !@ "

33.?' &.<'@,)64 6.6 6.666,J66 !@ "

34.?& 1.613,)63 6.6 6.666,J66 !@ "

3@.'1 &.&&!,)64 6.6 6.666,J66 !@ "

3?.'3 1.6!!,)63 6.6 6.666,J66 !@ "

3'.'@ 1.643,)63 6.6 6.666,J66 !@ "

3<.'' 1.6?3,)63 6.6 6.666,J66 !@ "

3&.'& 1.6<3,)63 6.6 6.666,J66 !@ "

46.<1 1.6?3,)63 6.6 6.666,J66 !@ "

41.<3 1.6'&,)63 6.6 6.666,J66 !@ "

4!.<@ 1.6&@,)63 6.6 6.666,J66 !@ "

43.<< 1.16&,)63 6.6 6.666,J66 !@ "

44.&6 1.1!3,)63 6.6 6.666,J66 !@ "

4@.&! 1.6?&,)63 6.6 6.666,J66 @ "+

4?.&4 1.3@',)63 6.6 6.666,J66 @ "+

4'.&? 1.3?4,)63 6.6 6.666,J66 @ "+

4<.&< 1.3'6,)63 6.6 6.666,J66 @ "+

@6.66 1.3<1,)63 6.6 6.666,J66 @ "+



6.66 1666.66 !666.66 3666.66 4666.666.66

@.66

16.66

[email protected]

!6.66

[email protected]

36.66

[email protected]

46.66

[email protected]

@6.66

Li!"efaction Load and Resistance

Aoad

7esistance

#$clic Stress (psf)

D e p t h ( f t )

Li!"efaction Factor of Safet$



6 1 ! 3 4 @ ? ' < & 166.66

@.66

16.66

[email protected]

!6.66

[email protected]

36.66

[email protected]

46.66

[email protected]

@6.66

actor of "afety

"H1

Factor of Safet$

D

e p t h ( f t )

Zone of otential

Aiquefaction

Zone of otentialAiquefaction



"

1.66 1!.<@ @?.? &6.66 '.6644@3

!.6! !@.<& 3&.< 1<1.<< '.6!@!4'

3.64 3<.<? 34.' !'3.'@ '.644?!'

4.6? @1.'' 31.& 3?@.?3 '.6?!'<@

@.6< ?4.<@ 36.3 4@3.&' ?.&&&'!'

?.16 <6.@3 !&.? !46.36 !.&<466'

'.13 &?.14 !&.1 !!'.4@ !.3?@'4@

<.1@ 111.?& !<.' !3?.?& !.11&6'!

&.1' 1!'.1& !&.! !<!.!< !.!1&3&@

16.1& 1!?.&! 3!.@ 16!3.11 <.6?6'?@

11.!1 143.1? 3!.' 111<.'! '.<14!3@1!.!3 1@&.!6 3!.< 1!1!.?< '.?1'314

13.!@ 1'@.1? 3!.! 136?.?@ '.4@&?&'

14.!' 1&1.64 31.< 1466.?! '.331@&4

1@.!& !6?.<3 31.4 14&4.@& '.!!?3!'

1?.31 !!!.@1 31.1 1@<<.@? '.13&1&&

1'.33 !3<.6& 36.< 1?<!.@! '.6??<1&

1<.3@ !@3.@4 !<.' 1''?.4& '.66??<!

1&.3< !?<.<? !3.3 1<'6.4? ?.&@?&1?

!6.46 !?<.63 1&.3 4'6.1< 1.'@4!1<

!1.4! !<1.1' 14.3 [email protected]@ 1.!!<?1?

!!.44 !&4.?& 11.! !&4.'1 1.6666<@

!3.4? 36<.63 16.? !&3.6< 6.&@14@<

!4.4< 3!1.1< 16.6 !&1.64 6.&6?1'!

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!?.@! 34?.<4 &.@ 366.@& 6.<???@&

!'.@4 3@&.3! 16.1 [email protected]! 6.&64@@!

!<.@? 3'1.@4 16.? 3@6.'@ 6.&4464

!&.@< 3<3.4& 11.! 3''.63 6.&<31@?

36.?6 3&@.1@ 1!.! 41@.@3 1.6@1@&31.?3 46?.@6 13.4 4?3.43 1.1466?4

3!.?@ 41'.@! 14.? @[email protected] 1.!34@!!

33.?' 4!<.!1 1@.< @'3.6@ 1.33<!@

34.?& 43<.@3 1'.6 ?3!.&' 1.4433&1

3@.'1 44<.4' 1<.1 '64.3& 1.@'6?4!

3?.'3 4@<.6! 1&.! '<4.'& 1.'134!<

3'.'@ 4?'.1? !6.3 &31.46 1.&&3'@<

3<.'' 4'@.<' !1.3 !?'@.&! @.?!3!<@

3&.'& 4<4.13 !!.3 !'41.1? @.??!64&46.<1 4&1.&3 !3.& !<6?.3& @.'64<@?



41.<3 4&&.!@ !@.' !<'1.?! @.'@1<11

4!.<@ @6?.6& !'.4 !&3?.<@ @.<6363<

43.<< @1!.4! !&.6 366!.6< @.<@<?'&

44.&6 @1<.!! 36.' 36?'.31 @.&1<<<&



1

1

1

1

1

1

1

1

1

1

11

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

11

1

1

1

1

1

1

1

11



1

1

1

1



Default# an Start&up 'alue# Default Soil Profile Default Field Profile Eseful Things to opy

rofile 1 profile 1 Depth

"tart *epth #ft$ 6 Type "T (ft) (psf) (psf),nd *epth #ft$ 166 0um *ata !6

0umber of "oil Aayer 3 "oil +atch 1 (bpf)

*epth to 9roundwate 16 *epthBFalue 6 1!

9roundwater wt #lbBft ?4 ! @ 16 Depth

Aayer 1 3 16 1< (ft) (psf) (psf)

Aayer "tart *epth 6 4 1@ 1@

Aayer ,nd *epth !6 @ 1& &

*ry unit wt 166 ? !@ 1!

"atDd unit wt 1!6 ' 36 14

E" lassification " < 3@ !!

ercent ines 6 & 46 31

Aayer ! 16 4@ 33

Aayer "tart *epth !6 11 @6 1@

Aayer ,nd *epth ?6 1! @@ 11

*ry unit wt 166 13 @& !3

"atDd unit wt 1!6 14 ?@ !@

E" lassification " 1@ '6 !<

ercent ines 6 1? '@ 33

Aayer 1 3 1' <6 !?Aayer "tart *epth ?6 1< <@ 3!

Aayer ,nd *epth 166 1& &6 34

*ry unit wt 166 !6 &@ !'

"atDd unit wt 1!6

E" lassification "

ercent ines 6

tot ef

(N1)60

tot ef



(---) (psf) (%)

Inc Settle

(psf) (%) (ft)

(---)

hi (psf) (%) (%)

rd τcyc cyc

Resist,τcy esist, cy

rd

oad,τcy oad, cy oad, cyc



Induced "tress orrelations

"eed and Idriss #1&'@$ Ktaken from fig 3.@% *obry% Aadd% Cokel% hung% and owell

,quivalent 0umber of ycles orrection actor

#)1 std dev$ +ean #J1 std dev$ #)1 std dev +ean #J1 std dev$

@ ! 3.@ @ 16.@ ? 4.!

@.@ ! 3.@ @ 16.@ ? 4.!

? !.@ 4 ? <.4 @.!@ 3.@

?.@ 3.@ ? & ? 3.@ !.333333

' @ 16 14 4.! !.1 1.@

'.@ < 1@ !3 !.?!@ 1.4 6.&13643

< 16 !1 33 !.1 1 6.?3?3?4

<.@ 13 !' 4! 1.?1@3<@ 6.'''''< 6.@

#KKKcaution etrapolation$

"eed and Idriss#1&'1$ Ktaken from fig 3.4% *obry% Aadd% Cokel% hung% and owell*epth "tress 7eduction Falues% rd

#ft$ Aow /vg igh

6 1.666 1.666 1.666

@ 6.&<6 6.&&6 1.666

16 6.&?6 6.&<6 1.666

1@ 6.&4@ 6.&?@ 6.&&6

!6 6.&36 6.&@6 6.&<6

!@ 6.&6@ 6.&3< 6.&'6

36 6.<<6 6.&!6 6.&?6

3@ 6.<!6 6.<<3 6.&4@

46 6.'?6 6.<4@ 6.&36

4@ 6.?<@ 6.'&@ 6.&6@

@6 6.?16 6.'4@ 6.<<6

@@ 6.@46 6.'66 6.<?6

?6 6.4?6 6.?@6 6.<46

?@ 6.4!6 6.?!6 6.<!6

'6 6.3<6 6.@&6 6.<66

'@ 6.3?6 6.@'6 6.'<6

<6 6.346 6.@@6 6.'?6<@ 6.3!@ 6.@33 6.'46

&6 6.316 6.@1@ 6.'!6

&@ 6.36@ 6.@6@ 6.'6@

166 6.366 6.4&@ 6.?&6

,arthquake+agnitude

6 .! 66 6 .3 66 6 .4 66 6 .@ 6 6 6 .? 6 6 6 .' 66 6 .< 66 6 .& 66 1 .6 66

6

16

!6

36

46

@6

?6

'6

<6

&6

166

f#$ H ) @<?1.4'''??!3'@8@ J 1&@'6.?441'3?@?'84 ) !?61!.3'4@<13 .7L H 6.&&<344!44&

Stress Red"ction %s Depth

Aow

olynomial #Aow$

/vg

Iigh

Stress Red"ction Factor, rd

D e p t h , f t



iss

es

TBTl ttBttn1@ log16 0eq y H 6.!''?? ) !.1@@@@ J ?.@66?4 ) &.?<!&3 J '.&1!1! ) 4.4?

1 !.'3&'!? 6 !.'3&@

6.'<@ !.1@6?<@ 6.1'?6&1 !.1@14&1

6.?3 1.'!?6!' 6.414&'3 1.'!4@?4

6.4<! 1.3!6@4< 6.''<1@1 1.3!316'

6.41! 1.1!<'?' 1 1.1!@'

6.3?@ 1 1.1'?6&1 1.6611<@

6.3!@ 6.<&6411 1.414&'3 6.<&64'3

6.3 6.<!1&1< 1.''<1@1 6.<!1!3!

6.!& 6.'&4@!1 ! 6.'&33

16 166

eed Idriss

olumn 7

N

6 6.!6.46.?6.< 1 1.!1.41.?1.< !

6

6.@

1

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3

f#$ H 6.!''?46<31'8? ) !.1@@@!4@1&8@ J ?.@66@?46'3'84 ) &.?<!&1'<'&383 J '.&1!11?41&?8! ) 4.4?@??

7L H 6.&&&&&44'63

Lo* Ne! %s #SR )"ltiplier

olumn "

trend !

lo* Ne!

# S R ) " l t i p l i e r



@' J !.'3&@

y H 6.!''?? ) !.1@@@@ J ?.@66?4 ) &.?<!&3 J '.&1!1! ) 4.4?@' J !.'3

7! H 1 !6<1 J !.'3&@1!?'?&



&@



Aiquefaction 7esistance orrelations

"eed et al% 1&<4

7aw *ata Interpolated Falues

M@N fines 1@N fines 3@N fines M@N fines 1@N fines 3@N fines

6 6 )@ )< 6 6 6.64@4@@ 6.6'!!!!

6.6@ 4.?' 6.@ )! 1 6.616'6' 6.6@@@@? 6.6<3333

6.1 <.&! @ !.@ ! 6.6!1413 6.6????' 6.6&4444

6.1@ 13.?1 &.?' '.1' 3 6.63!1! 6.6''''< 6.16@3@3

6.! 1<.1' 13.'3 16.&3 4 6.64!<!' 6.6<<<<& 6.11?6?

6.!@ !!.3 1'.!1 14.?' @ 6.6@3<<! 6.1 6.1!?'?'

6.3 !@.@1 !6.!3 1'.33 ? 6.6?@?4' 6.116'6' 6.13'4'3

6.3@ !'.' !!.3 1& ' 6.6''41! 6.1!1413 6.14<1<

6.4 !<.&! !3.@4 !6 < 6.6<&1'? 6.13!1! 6.1?163'

6.4@ !&.@1 !4.1 !6.!? & 6.166<@3 6.14!<!' 6.1'433@

6.@ !&.<4 !4.@& !6.4& 16 6.111@14 6.1@46?4 6.1<'?33

6.? 36.@ !4.&! !6.<! 11 6.1!!1'@ 6.1??3'& 6.!66&3?

1! 6.13!<3? 6.1'<?&@ 6.!1436@

13 6.1434&' 6.1&161 6.!!'?'4

14 6.1@4!'? 6.!63<'& 6.!41643

1@ 6.1?@!41 6.!1<!4' 6.!@?!63

1? 6.1'?!6? 6.!3!?1@ 6.!'@

1' 6.1<'1'1 6.!4?&<3 6.!&3'&'1< 6.1&<13? 6.!?36'& 6.3!66?

1& 6.!1664< 6.!'&?3? 6.3@

!6 6.!!!1@@ 6.!&?1&! 6.4

!1 6.!34!?! 6.31<@&& 6.?@4@4@

!! 6.!4?3?< 6.34!'@4 6

!3 6.!?6&63 6.3'<!!? 6

!4 6.!'?4< 6.4416'1 6

!@ 6.!&!6@? 6.?!4!4! 6

!? 6.3111<' 6 6

!' 6.33461< 6 6!< 6.3?!!&@ 6 6

!& 6.46?'< 6 6

36 6.@!4!4! 6 6

6

6

6

yclic stress ratios causing liquefaction and #01$60

t/so #01$60 #01$60 #01$60 #01$60 t/so t/so t/so

N s ta"c$csi*.



T correlations

astro correlations

"train Fol)" Fol)")" Fol)"

6.6661 6 6 6

6.666!? 6.1 6.6?<& 6.6@??

6.6664 6.!3 6.1 6.6<!!

6.666@4 6.33 6.14@ 6.1

6.666< 6.@3 6.!!@ 6.1'

6.661 6.?@ 6.!'4 [email protected]! 1.1 6.44 6.34

6.66@ 1.@ 6.'3 6.@<

6.61 1.'@ 1.6< 6.<@

6.6! !.! 1.@< 1.3

6.6@ !.<! !.!411 1.<&@

Enknown orrelation form Aiquefac 3.64

T orr

@1! !.4

@''.?4 !.!

'[email protected]< 1.&

&'1.4& 1.?

1?61.?4 1.3

!64< 1

6 @ 16 1@ !6 !@ 3

6

6.1

6.!

6.3

6.4

6.@

olumn /

olumn /

olumn /

olumn

olumn 9

olumn

(N/)01

t a " s i * '

a

6.6661 6.661

6.61

6.1

1

16#$clic Shear

(#as

#$clic Sh

2 o l # o ' p

r e s s i o n , %



36'! 6.'<

46&? 6.?@

?144 6.@

16666 6.4@



+agnitude orrelations

+ag4 1.<

@.!@ 1.@

? 1.3!

?.'@ 1.13

'.@ 1

<.@ 6.<&

& 6.<3@

"7B"7 7.5

6.4

6.@

olumn /

olumn /

olumn /

olumn



N s #SR



6 1@ !6 !@ 36

(N/)01



" ")" "

yclic "hear Folumetric yclic "hear Folumetric yclic "hear Folumetric

#mmBmm$ #N$ #mmBmm$ #N$ #mmBmm$ #N$

6.6661 6.61 6.6661 6.61 6.6661 6.61

6.666!@@ 6.166666 6.666461 6.166666 6.666@!@ 6.166666

6.6663'' 6.!66666 6.666'3! 6.!66666 6.666&?1 6.!66666

6.6664&@ 6.366666 6.6611@1 6.366666 6.661?@3 6.366666

6.666?3' 6.466666 6.661'@? 6.466666 6.66!@&& 6.466666

6.666'@& 6.@66666 6.66!@!! 6.@66666 6.663'33 6.@66666

6.666&64 6.?66666 6.663416 6.?66666 6.66@64' 6.?66666

6.66111' 6.'66666 6.6644'4 6.'66666 6.66??!! 6.'66666

6.661!&& 6.<66666 6.66@@!@ 6.<66666 6.66<4!& 6.<66666

6.661?64 6.&66666 6.66'633 6.&66666 6.616416 6.&66666

6.661&!! 1.666666 6.66<1'< 1.666666 6.61!4'? 1.666666

6.663!16 1.!?<&?1 6.61!<@< 1.!?<&?1 6.61&?14 1.!?<&?1

6.664!1! 1.416?'6 6.61@<<1 1.416?'6 6.6!3@6? 1.416?'6

6.66@?&@ 1.@<&6&3 6.6!6666 1.@<&6&3 6.636666 1.@<&6&3

6.611&?@ !.666666 6.6@6666 !.!41166 6.6@6666 1.<&@666

6.6!6666 !.3146!4

6.636666 !.@'&!@@

6.6@6666 !.&!6&64



6.6661 6.661 6.61 6.1

6.61

6.1

1

16#astro, /33/

"

")"

"

#$clic Shearin* Strain ('''')

2 o l # o ' p %

6.

6.61

6.1

1

16

2 o l # o ' p e o l %



6661 6.661 6.61 6.1

Settle'ent #orrelation

"

")"

"

#$clic Shearin* Strain * c$c ('','')



9reduction urves

*obry and Fucetic

"hear "trai lasticity Inde

N%")/ "hear strain 6 1@ 36 @6 166 !66O+odulusP 6.6661 )4 1 1 1 1 1 1

6.666! )3.?&<&' 1 1 1 1 1 1

6.666@ )3.36163 6.&& 1 1 1 1 1

6.661 )3 6.&<4 6.&&! 1 1 1 1

6.66! )!.?&<&' 6.&1? 6.&?@ 6.&&! 1 1 1

6.66@ )!.36163 6.<1< 6.<&< 6.&@3 6.&<! 6.&&& 1

6.61 )! 6.'11 6.<1< 6.<&< 6.&@3 6.&<! 6.&&!

6.6! )1.?&<&' 6.@'< 6.'1& 6.<1? 6.<&< 6.&@1 6.&<4

6.6@ )1.36163 6.3<1 6.@4& 6.??4 6.'<1 6.<&3 6.&4@

6.1 )1 6.!@? 6.46< 6.@3' 6.?'? 6.<1< 6.<&<

6.! )6.?&<&' 6.1? 6.!<' 6.41? 6.@3@ 6.'13 6.<1<

6.@ )6.36163 6.6?' 6.1@< 6.!?? 6.3'' 6.@!' 6.?4<

1 6 6.6!' 6.6&? 6.1?! 6.!4? 6.3?@ 6.4?1

! 6.36163 6.66< 6.6@@ 6.6& 6.13@ 6.!1' 6.!<@

@ 6.?&<&' 6.664 6.6!< 6.64@ 6.6?< 6.16& 6.14!

16 1 6.66! 6.614 6.6!3 6.634 6.6@4 6.6'1

omputational heck

pi

"train Aog strain 6 1@ 36 @6 166 !666.6661 )4 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.666! )3.?&<&' #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.666@ )3.36163 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.661 )3 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.66! )!.?&<&' #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.66@ )!.36163 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.61 )! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.6! )1.?&<&' #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.6@ )1.36163 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.1 )1 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.! )6.?&<&' #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

6.@ )6.36163 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

1 6 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

! 6.36163 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

@ 6.?&<&' #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

16 1 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

value pi gma sigv

6.6661 6 @666 ?@6

6.611'&& 1.66!?@1 6.611<36.61'?!? 6.?'11?< 6.611<3

Aog10 of



6.61&& 6.@&44'< 6.611<3

6.6!6'!< 6.@'6'! 6.611<3

6.6!16!4 6.@?!?&' 6.611<3

6.6!11!< 6.@@&&6< 6.611<3

6.6!11?@ 6.@@<&!& 6.611<3

6.6!11'& 6.@@<@<4 6.611<3

6.6!11<3 6.@@<4?3 6.611<3

6.6!11<@ 6.@@<4! 6.611<3

6.6!11<@ 6.@@<46@ 6.611<3

6.6!11<? 6.@@<3&& 6.611<3

6.6!11<? 6.@@<3&' 6.611<3

6.6!11<? 6.@@<3&' 6.611<3

6.6!11<? 6.@@<3&' 6.611<3

6.6!11<? 6.@@<3&? 6.611<3

6.6!11<? 6.@@<3&? 6.611<36.6!11<? 6.@@<3&? 6.611<3

6.6!11<? 6.@@<3&? 6.611<3

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4red"ction s S

olumn *

t 1 p?

olumn ,

olynomial #olumn ,$olumn

t?

olumn 9

olynomial #olumn 9$

olumn

olynomial #olumn $

olumn I

olynomial #olumn I$

44'ax

S t r a i n S - 5 , %

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olum

olumolum



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strain

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6 16 !6 36 46 @6 ?6 '6 <6 &6 166

6.166

6.!66

6.366

6.466

6.@66

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low olynomial #low$

avg olynomial #avg$

high olynomial #high$

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avg! olynomial #avg!$



T vs "T correlation chart

-c / -cB! silt 2 -cB3.@ -cB@ o * -cB? "a , -cB4 l -cB4.@ "ilty "and

6 6 6 6 6 6 6

!66 166 @'.14!<? 46 33.33333 @6 44.44444

6 46 <6 1!6 1?6 !66

6

16

!6

36

46

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?6

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166

/ -cB! silts%sandy silts% slightly cohesive sand)silt

miture

2 -cB3.@ lean% fine)med sands and sl. silty sands

-cB@ oarse sands and sands wBgravel

* -cB? "andy gravels and gravel

, -cB4 lean sand

6c

N

6

!6

46

?6

<6

166

S P + N



6 46 <6 1!6 1?6 !66

#P+ to SP+ #onersion

"ilts

ine "and

"and

"ilty "and

oarse "ands

"andy 9ravel

#one +ip Resistance, 6c (tsf)



=ramer ,ample #reworked$ 9>T#m$ 1.@ gamma sat 1.<'4 gamma sub 1.1<

#+gBm83$ #+gBm83$

*epth sigv 7d tcyc 0 01?6 "7l sigvD Tcycl "A

#m$ #ka$ #ka$ #ka$ #ka$

1.! !!.1 6.&&4 !.!< ' 1'.3 !!.1

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*epth sigv 7d tcyc 0 01?6 "7l sigvD Tcycl "A

#ft$ #psf$ #psf$ #psf$ #psf$

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36.! 461? 6.&!? 3<? 14.6 1@.! 6.1?' !43& 46' 1.6@

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4?.? ?!@1 6.<13 @!< 11.6 &.< 6.16< 3?4& 3&@ 6.'@

4&.& ??&< 6.'?' @3@ !4.6 !6.' 6.!!< 3<&1 <<< 1.??

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@?.4 '@&! 6.'64 @@? @.6 4.1 6.64@ 43'3 1&' 6.3@

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*epth 3.& "T 1'.3?@@? "igmaF 4@?.3 Tauyc <@.46?1?

*epth '.1<4!11 "T '.&41'&! "igmaF '41.41'& Tauyc @'.3&44'

*epth 16.4?<4! "T @.1@643' "igmaF &<3.13@& Tauyc @!.&'3?'

*epth 13.'@!?3 "T 4.?661<? "igmaF 1!!4.<@4 Tauyc @!.4@?!?

*epth 1'.63?<4 "T ?.&<??!1 "igmaF 14??.@'! Tauyc &?.!'?11

*epth !6.3!16@ "T 11.?@3<< "igmaF 1'6<.!<& Tauyc !6<.'1

*epth !3.?6@!? "T 14.@?4'' "igmaF 1&@6.66' Tauyc 366.<3&&

*epth !?.<<&4' "T 13.'@@'@ "igmaF !1&1.'!@ Tauyc 314.@6@?

*epth 36.1'3?& "T 1@.!!3<! "igmaF !433.443 Tauyc 46!.16@1

*epth 33.4@'& "T &.34<'@< "igmaF !?'@.1?1 Tauyc !?&.'&''

*epth 3?.'4!11 "T !!.<461@ "igmaF !&1?.<'& Tauyc '1<.?!@'

*epth 46.6!?3! "T 1!.41341 "igmaF 31@<.@&' Tauyc 41&.@'4&

*epth 43.316@3 "T 16.1!34' "igmaF 3466.31@ Tauyc 3'&.1<!3

*epth 4?.@&4'4 "T &.<6@'?? "igmaF 3?4!.633 Tauyc 3?'.36&@

*epth 4&.<'<&@ "T !6.?'@!3 "igmaF 3<<3.'@1 Tauyc <?!.'&4?

*epth @3.1?31? "T !!.4<3!@ "igmaF [email protected]?< Tauyc 161?.3<3

*epth @?.44'3' "T 4.6?4@@' "igmaF 43?'.1<' Tauyc 1<'.631@

*epth @&.'31@< "T 4.'331' "igmaF 4?6<.&64 Tauyc 1&'.3<3@

*epth ?3.61@< "T 3.!'11& "igmaF 4<@6.?!3 Tauyc 1@@.<61?

*epth ??.3 "T !<.@'!4< "igmaF @6&!.34 Tauyc 1<44.&3

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