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INTRODTION
INTRODTION
The wters had he gea plesur of wong th Pofessor Seed on the eseh The wters had he gea plesur of wong th Pofessor Seed on the eseh erd n ths a.
erd n ths a. He He plyd n cive plyd n cive le in te sudle in te sudies ies whih we gunwhih we gun in the ey
in the ey 1980s1980s (Wong, Duncn ad Seed(Wong, Duncn ad Seed 8383 d contnued late unde ad contnued late unde a
ntat fo the
ntat fo the
S Ay Cps of Engnees Wgh nd DuncanS Ay Cps of Engnees Wgh nd Duncan 187187 ee
leased t akwedge leased t akwedge rofes Seed's grofes Seed's gt t nuence on nuence on d onbutin tod onbutin to
ths work ad to dedate ths pa o his memo ths work ad to dedate ths pa o his memo
AID DRADON LOP BILIT PROBL
AID DRADON LOP BILIT PROBL
hen
hen the wate leve outsdethe wate leve outsde so dops, th sablzing nuence so dops, th sablzing nuence of the waterof the water res
ressue sue n the slon the slope s pe s los los If he we If he we eve subsdeseve subsdes pdy th the epdy th the e
ressues withn the slo do no hv tme
ressues withn the slo do no hv tme chnge n equibum wth the dropchnge n equibum wth the drop
n exel wte evel the slo s de less sble n exel wte evel the slo s de less sble
Many filures of dm slopes n nu sopes hve cued dung d Many filures of dm slopes n nu sopes hve cued dung d
don don heshese ncude fo epe ncude fo eple Pilos le Pilos D u oD u of S Fnciscf S Fnciscoo
A WeA We&&
AssAss 77 Wle Bouldn D n (Witeside,Wle Bouldn D n (Witeside, 176176 d num of ed num of e kk sos ong Ro ono n Pe ee dsos ong Ro ono n Pe ee d uncn,
uncn, 7575 Rpd ddon imss ve ve odng on slos nd isRpd ddon imss ve ve odng on slos nd is
uenly
uenly te desgn ondiote desgn ondio c css
seepss ofseepss of
upsm slos ofupsm slos of amsams Anlysis of pd ddon s heefoe m consdeon frAnlysis of pd ddon s heefoe m consdeon fr esgn of dms, nd fo desgn of he slos t wll submeged d subject esgn of dms, nd fo desgn of he slos t wll submeged d subject t dwdwn
t dwdwn
UniverslY Dinguh ofe. Vgn Poyhc InUniverslY Dinguh ofe. Vgn Poyhc In d S Unrty d S Unrty Bakb, VBakb, VAA
AshleyAshley
Pidy Cnnnl ProPidy Cnnnl Pro
CC
Eng Eng r. r. UnvrtUnvrt
Txa, AusnTxa, Ausn
AA Poe o C EnPoe o C Enn Ny Tnonsu ngn Ny Tnonsu ng
Dun�nDun�n W&h a W W&h a W nnat
at of hgh aby can dring pid drado but teas of hgh aby can dring pid drado but teas
clay cnten caclay cnten ca T aalyze T aalyze sably during pid sably during pid radow it s radow it s ecssecss
di
di whch teal ll drain an whch teal ll drain an hich will no. hich will no. In doubtful c it In doubtful c it mumu
b
b a tat dina eihr ill or ill nt cu whhver ill reslt ina tat dina eihr ill or ill nt cu whhver ill reslt in low
low
n withn h picul on withn h picul o th lowest facto of fety fth lowest facto of fety f th loth lo F
F da d aOn rom a high or lvel da d aOn rom a high or lvel s an is an imprabe evetmprabe evet n nt
n nt ee loing caee loing ca h da ith da it i aroat to i aroat to lo
lo f y f f y f h rapid drh rapid drawn con awn con For other For other dada otabl otabl
t jtS, epi of pid down c quntly, and het jtS, epi of pid down c quntly, and he nn ul ul otioti conditioconditio In hIn h ca ca i ii i to ruito rui
MTHOD OF
MTHOD OF
AAY
AAY
ili dn pid aon has e analy in o bcally fferen wa: ili dn pid aon has e analy in o bcally fferen wa:
I
I
usin effctiv sress mhs, adusin effctiv sress mhs, ad (2)(2) usng totl ses s hch husng totl ses s hch h unind h sreh of he soil relaed o th conolato presures in unind h sreh of he soil relaed o th conolato presures in ll Boh Boh mehs at fmehs at f inig inig marials in he samarials in he sa way.
way.
o ffctiv sress analyes s th it is latively e to vluat te o ffctiv sress analyes s th it is latively e to vluat te
q h sngth p
q h sngth pt t ffcv ffcv ss sh sngth sh sngth ptptererss fo
fo
rdily dtind b mans of ioopicaly coldatd ndrirdily dtind b mans of ioopicaly coldatd ndri (C-U(C-U t t with reur rnt with reur rnt Thi ty of te i wThi ty of te i wllll
tt
o
o
chnchnc c lala
e e f f ctiv ctiv e e aly aly is is that that i i i i dicult dicult to to esimat esimat wiwitt
y y
ru tha will exit withi one drang tels dru tha will exit withi one drang tels d dndn
T
T
ressur change urin rawdown end on th change ressur change urin rawdown end on th change inin ss ss tha ul fm th changin waer loads on th slo ad th unaitha ul fm th changin waer loads on th slo ad th unai r f t il within th lo
r f t il within th lo o h chgs o h chgs in load in load Whil he chanWhil he chanee in
in c c bb simae wit aablaccucy aicully a shallo desimae wit aablaccucy aicully a shallo de nat t ue of the slo th undain s of th sol is much haer nat t ue of the slo th undain s of th sol is much haer to
to tt. . T T chaechaes i s i re presure re presure oud oud xcted txcted to cosieralo cosieral diffren
diffren fo teifo teils h tend ls h tend o date ui shear an os h o date ui shear an os h o o o o WhiWhiee n
n cipl it i ssie o esime hse r pssures us kmpo'scipl it i ssie o esime hse r pssures us kmpo's
prss
prss tsts popo
9
9
p
p
s s us s u In st caes efe In st caes efe
ff
dugdug rpd ao haverpd ao have used he sumpo porused he sumpo por susu h r sue y shph r sue y shp 195 and ler us b Mo
195 and ler us b Mo 11969633 hee asumpos hav ehee asumpos hav e
aproate aproate
hih of fty factor fo th dawdown conition a
hih of fty factor fo th dawdown conition a othr dsigothr dsig c hih pbilie
c hih pbilie
cccc forfor
t t adon adon
Te r
Te r trnghs aed of efeiv sreses a s ssumtrnghs aed of efeiv sreses a s ssum that e prssurs hn hm hrosc
that e prssurs hn hm hrosc
Ef Ef
SS
SS
justi on e i of e f t t
justi on e i of e f t t
cve cs cve cs y hvey hve n foud to ult vu of f of fet f d tht uffern foud to ult vu of f of fet f d tht uffer pid
pid dwwn flu dwwn flu W W ee
183)183) f vs of set fctorf vs of set fctorlculted using Mrgnste ui w
lculted using Mrgnste ui w FF 1.21.2 f Pilitof Pilito DD FF :
: 1010 fo Wter Bouldn D of whh flfo Wter Bouldn D of whh fl
t sms liy th Bisop nd Morgenses supions for pore pressures t sms liy th Bisop nd Morgenses supions for pore pressures uring
uring dw dwown my own my b b re re ururte te for for silsil h h not tenot tend nd o o dildil durngdurng sh
sh th for hos th th for hos th do e t dilte do e t dilte u, ug u, ug sumptions sumptions mymy hohoww rle rle coecoee e wt wt fl fl of of lo lo n n mtimtis s e e notnot
nl
nl co coct ct d d
dl dl dung dung s s tete
lkel o blkel o b ndu conve fondu conve fo t to dlte dung t to dlte dung h
he e s s of of efefffii
u wouu wou gh nd P
gh nd P (1967)(1967) suggs suggs
resse dung wdown in wllresse dung wdown in wllc coompcted mpcted sily sily sndsnds s could could b b eett ung ung ow ow nt nt everl everl invesigtorsinvesigtors rowzin,
rowzin, 19611961 Brhm dBrhm d HH 1963; 1963; Newlin nd Rossier,Newlin nd Rossier, 196;196; Desi ndDesi nd
han,
han, 1919 sa,sa, 22 1977)1977) u htcl ths to nlyz thu htcl ths to nlyz th
on
onsad sad low low conditions conditions follofollowing wing drwdown drwdown iik the k the ishishop op andand orgnstern re pressure ssutions tese meths o not consider he orgnstern re pressure ssutions tese meths o not consider he hvior of the ol wit gd o diltnc, nd e tu not caple of hvior of the ol wit gd o diltnc, nd e tu not caple of presentng all of te n fctors t conrl the re pressures during presentng all of te n fctors t conrl the re pressures during rawdown
rawdown
ano nd Nord
ano nd Nord (197)(197) nd Wg nd Duncnnd Wg nd Duncn (1987)(1987) used prurs forused prurs for
sng
sng
ppss dg dwdwn t ss dg dwdwn t t t ue ue of dily of dily re pr
re pressu chessu changs angs vvo nd o nd No u wo-stage sility anlys No u wo-stage sility anlys irat to hiee nsistey bwn t clcul ftor of set e es irat to hiee nsistey bwn t clcul ftor of set e es f he pssures
f he pssures
rghi d Pk
rghi d Pk (196)(196) sumz the prolems in estiming re prssurssumz the prolems in estiming re prssurs
urng drwdown in tse words urng drwdown in tse words
" " i in order n order to deterto determin min the pore pressure conditions fr tthe pore pressure conditions fr tee drwdown
drwdown stte stte all all he he following following facfactortors s nd nd o o b b known known thethe lation f te undies btwen mterials with signicanly lation f te undies btwen mterials with signicanly d
diiffererenent t prpropoperertitiss; ; he he pepermrmeeiiiiy y nd nd ccononsosolldadaioionn ch
charaaractctririsisics cs o o ch ch of of hese hese matmaterierialsals nd nd the the antianticipacipa mxim
mximm ram ra drwdown drwdown n n dition he dition he pore prssurspore prssurs inc y e chngs in h sheing sss thmsels inc y e chngs in h sheing sss thmsels
n o
n o n ino n ino consconsidetionidetion
ngineng practice, ngineng practice, fw ofw othse
thse facors cfacors cn n b relily b relily deteined deteined TheThe gps n he vailagps n he vaila
br-cpe br-cpe
v
v e o e Bs d Morgenste o e Bs d Morgenst
ll s s p
p
esu dungesu dung ngly he g ngly he gtt al al ss ms ms w w wdn gdl of w we wdn gdl of w we
w w d d
dt dung dt dung
WghtWght nd Du us nie elent nyses to smend Du us nie elent nyses to sme e sess chnge durng
e sess chnge durng ketons r pressure pmers oketons r pressure pmers o l
lculcule te re ressure e te re ressure e wdow .wdow .e te indte indce ce t it it it i ssile to estissile to estimm alistic pressures for ecv s , ut it
alistic pressures for ecv s , ut it
cubo cubo
icult t using tot sss s s de
c, Wic, Wieeht d Wht d WeeBy ,
By ,
e anale a ei i the folloing ioe anale a ei i the folloing io y fy f pbpb
iat withiat with etiveetive s sy
y
av av tete v by
v by impimp
e
e (( gngn 1970)1970)
a ttagea ttage
T
T nt vaent vae (( hehe
d ed ea
a
eteinedeteined tt
-U-U g eveg eve how how F
F
11 At w s, wheAt w s, whe enve ie ae the eeve enve ie ae the eeve
n ghn gh envelope i to etene engths (r the envelope i to etene engths (r the y y , ,
:
:
Either drained or Either drained or
UUenelope s used. whiheer enelope s used. whiheer ges lor strength
ges lor strength
Normal stress
Normal stress effect e effect e strstr
n bae of slie before n bae of slie before drawdown
drawdown
Normal Stess
Normal Stess
F
F
Srh Evelop Used in Cops ofSrh Evelop Used in Cops ofEr Mtod Er Mtod
T
T
jj (( di engh evel alow e i o avoidi engh evel alow e i o avoi y y
h tha h tha negavenegavep
p
u, hih oulu, hih oul tating
tating pp
o(o( p dwp dw tabity aalstabity aals
C o e C o e
Ei
Eit t Cos Cos o( o( p e
p e age, hih azs s fo awn i uage, hih azs s fo awn i u
deedeee e p p fafae e TheThe
fl fl
ve
ves s of of onoliatio pre aoonoliatio pre aon e n e ii d ps
d ps
a
a
to e he g value to e he g value
e s wh the w we s wh the w w
v , v , c c
Rapid Dro Rapid Dro
cause the effectve al sess us to determe te she sength is the cause the effectve al sess us to determe te she sength is the fctive sess foe rawdw. which is wer tha the effective sess after fctive sess foe rawdw. which is wer tha the effective sess after awdow eve when it is ssud that e re pressres after dawdown awdow eve when it is ssud that e re pressres after dawdown yd
ydrosttic rosttic As a As a result the Corresult the Corps f ps f Engieers methEngieers metho o is unnis unnecessecesslyly nseatve
nseatve e
e ooss nees meth nees meth avds the avds the pblemspblems f f estimatinestimating changes ng changes n esse d dwdwn by usng urin stregths t aayze stabty after esse d dwdwn by usng urin stregths t aayze stabty after adw
adwn n By By snsng g ndrained stegths this ndrained stegths this prepredure accdure accuts uts fr fr thethe ndecy f e eal to dlate compss dug sh
ndecy f e eal to dlate compss dug sh
While the of the ttal sss IC-U evelo is quitively cot. it cot While the of the ttal sss IC-U evelo is quitively cot. it cot jstie
jstie in detail in detail Te cirles f Te cirles f se u to eel te total se u to eel te total sess evelosess evelo mbie te efftive s ng colio wit
mbie te efftive s ng colio wit devi devi se a se a filufilurere
d nt d nt pret pret state of sss state of sss i i e il e il t t y y gien gien rr e e ay that the sesses o e sli seay that the sesses o e sli se
a
a
relat relat to to e e ICU ICU eveo eveo is is sistensistent wit te wy the t wit te wy the eelo is lo eelo is lo lough e ers resutglough e ers resutg
tese icnsistecies re ot exemey ge in os cses te se o an tese icnsistecies re ot exemey ge in os cses te se o an icosistent a illogical meticosistent a illogical met
lg se s lg se s to lo pressuto lo pressu isis undeundesirable sirable As dsAs dscusse i sube ios ttecusse i sube ios tter pes fr r pes fr relagrelag shear stength t consolitio pressre ve e develpe by Lowe a shear stength t consolitio pressre ve e develpe by Lowe a araath (
araath (119)9)
ike the Crps Egineers meth Lowe an araaths meth uses a two ike the Crps Egineers meth Lowe an araaths meth uses a two sge alysis rere. and ses uae sregs or alysis o stability sge alysis rere. and ses uae sregs or alysis o stability urng
urng rawdrawdww s shw in Fig,
s shw in Fig, 2,2, we and Karafaths meth us eves that are mrewe and Karafaths meth us eves that are mre gcal than the tta stess C-U envelo for eang unin shear sengths t gcal than the tta stess C-U envelo for eang unin shear sengths t ndation pressures ndation pressures The hortal aThe hortal ais is is is the effetive sethe effetive sess on the ss on the failurefailure lane urng cosoliati (
lane urng cosoliati (fcfc) the veic axis is te shea sess o the) the veic axis is te shea sess o the ailu
ailu
lane at failure (lane at failure ( ff ff ))we and Karaath shwe tht the ndained seng of soils when ptted as we and Karaath shwe tht the ndained seng of soils when ptted as
vsvs 0'0'fcfc vaes with the efie pcil sess tio dung conlidatin vaes with the efie pcil sess tio dung conlidatin c c
llcc " "33 c c The value o The value o this this ratio ca vay ratio ca vay rm uity (fr cosolidatio rm uity (fr cosolidatio underunder
istropic stresses t K
istropic stresses t Kf f the vaue of 0' the vaue of 0'1/1/0'0'33 at failueat failue As the value of KAs the value of K c c nncreases. the ndrcreases. the ndraineained d strengt incrstrengt increases eases Fr ay materl there is Fr ay materl there is a amly oa amly o nda
ndane strengtne strength envelos coesnding to h envelos coesnding to dffedfferent rent values of values of c c varyingvarying
t t KKf f e maner f repeseting uai sength suggested by Lwe and Kafath, e maner f repeseting uai sength suggested by Lwe and Kafath, hih is shwn in Fg
hih is shwn in Fg 2.2. is is lgica ad lgica ad accute accute e testing e testing ruire o establishruire o establish hese
hese strength envepestrength envepes however s however is is diffcdiffcult ult Test Test specinspecin
Le an Karaatb' Meh Le an Karaatb' Meh
S
S
Dc. WriDc. Wrieehl Wonhl Wonus onderble t d carful tteto cu the ree mut us onderble t d carful tteto cu the ree mut
nc slwy t vod the poblt tht thenc slwy t vod the poblt tht the wll l durgwll l durg .
.
vue vue
KK c c. th. th e e mm re re aae
e t t t t wl wl l dn l dn cld cld FeFe
exenc exenc orn orn l l
, nd t , nd t
empl empl
Lw KLw K t t u
u
. . + +uuC
C
--
�
�
++0
0
u
u
O
OC
C
--
--
Effecive ess on the Fue Plne
Effecive ess on the Fue Plne
Dng
Consoldn-Dng Consoldn-
C;c
C;c
Srh Elop Usd Low adSrh Elop Usd Low adKrfh'
Krfh' MethMeth U
U
E Eerers t s t te Lwe d Krte Lwe d Krt th t th u thu thee ni sn evelopes t low tree ere he udred treth ni sn evelopes t low tree ere he udred treth vel l avevel l ave ee enelo enelo
T
T
th tu ot llth tu ot ll O O bb sb to blzsb to blz
ll ndre tth nll ndre tth n w w
cv cv eeVALUATIG TT FO PD DWDOW LE VALUATIG TT FO PD DWDOW LE
A
A
e e t t reptn ur reptn ure e ent pent p Lw Lw ecimens ecimens tt s s ppuu cycy o o
ww ll
prvously prvously
d
d s c d ccrte, bu eblsn the vto s c d ccrte, bu eblsn the vto
& wt coldton ure ole dcult d enve& wt coldton ure ole dcult d enve
re
re
Rad Dawown
Rad Dawown
Bau
Bau o dfio dfi ivvivv
ng ACUng ACU ailail s a num ofs a num of suggstd esmangsuggstd esmang rlrl oo ACU tesSACU tesS ICU es
ICU es
oo n abe n abe
hishis
ee
oo y uny unD d,
D d, au yau y
DD
pp i a snge pp i a sngec
c
,,yy
ooen, ACU sg en, ACU sg ul o ul o IU IU
--
eeby Tayby Tay(18)
(18)
rlrl
oo te ACte AC
l
l
cc u u itit �irs ph�irs ph
ngng
ur f y sgsur f y sgs dungdung
-- ththe me meteth h susuggggeseseded we and Kaaiath (96) esultswe and Kaaiath (96) esults
mmoo nh envels fnh envels f
vs ofvs of
t sue by t sue by yy
rsu nrsu n
ableable AU sngh enveAU sngh enve
T
T sties d by g esties d by g e
983)
983)
ss
is al ssibeis al ssibe
e AC-U ng enve
e AC-U ng enve
CU sn CU sn rul rul
ntelntelaon aon e e envelenvel ccosngosng
cc ll1.
1.
n F,n F,22
isis ICUICUnvelo an
nvelo an
bhedbhed
plOn plOn
'' cc
enveenve sndin to sndin to cc KKff
siy hesiy he ee sss sngh envelsss sngh envel tlis tlis plgplg val oval o 11 VV
C
C
ll o ll o ru ru
( ( 1 1 C
C
f f ccn
n
n n ompompuud d mm hh rsusrsus oo IC-U IC-U axilaxil tes ith etes ith e urur sun sun EnvelEnvel f f val val of of ininae nae n
.
.
KK estals estals y iny ing l tg l t envelsenvels (( 10 K
10 K KK . . is is ur ur es es tt
of AC ngs mh easeof AC ngs mh ease
l u i liesl u i lies ee sysyo
o
in& in& ccut A·ut A· Aon Aon s s rth rth AC-U nels AC-U nels of of t t ty swn nty swn n
22 etlh lin etlh lin nce sig hence sig he sulsuloo C-U tesC-U tes
EW MTHOD FOR VALUATIG STABILTY DURG EW MTHOD FOR VALUATIG STABILTY DURG PID A
PID A WDO WDO
h un stte ofh un stte of
oo anazn stabiliy un d dwwn it isanazn stabiliy un d dwwn it isvp vp havehave
rsusrsus oo I- I- T s T s cc T T
ss he he
a a
bj bj
n n
lili
r.r. sgt sgt
T Taayy
(18)
(18)
(1)
(1)
NN
yy T T
s by W,s by W,
(1983)
(1983)
wi twi t (19S). (19S).
by by AC-U AC-U
Duc, Wrht d WgDuc, Wrht d Wg Lke Lke he C he C o ngneeo ngnee h a e h a e n Kth' n Kth'
ew t us unned he ngths to aod the omlew t us unned he ngths to aod the oml
ccces invlve n etimtn uaned reue urccces invlve n etimtn uaned reue ur dwwdww
Lke e a Karh' met t e moe ueLke e a Karh' met t e moe ue vv
ene th AC-U ngth ng th te al o Kene th AC-U ngth ng th te al o Kcc
Fw t s WFw t s W e e
(13)
(13)
the AC-U trengtsthe AC-U trengts emd ilan u sus o ICU s emd ilan u sus o ICU s
oo vv uned sn hJ uned sn hJ her n snth hiher n snth hi
ee di sengthdi sength
e ew
e ew s e t the t ee o e ts e t the t ee o e t IIhaha
vsy vsy lyss rd wdw lyss rd wdw tabltabl I dtio I dtio ce
ce eew w eaeass: : II) t ) t smsmlele hhe ask e ask esesmmnn AC-AC- S
S by usn e ntelationby usn e ntelation adad 2)2) t us t us crate a le crate a le
f cn f cn ible ruon of uane engts tible ruon of uane engts t p
ps ds d
vain o dingevain o dinge
sc eps ivolesc eps ivole te mtte mt hehe(1)
(1) Dteie or eah i te cton hethe drange ll Dteie or eah i te cton hethe drange ll d dwdw.
d dwdw.
T
T
s ll ans f mn tis etenato iss ll ans f mn tis etenato is tte v he dmesoe or
e v he dmesoe or gve by he ollwgve by he ollw ex
ex
(1)
(1)
wc
wc
•
•
ccie f oldton tccie f oldton t ro n ro n
lengtlengt
p p the the ccccuateuated d vvlue lue of of T s T s reatreate te tha ha r r equaequa toto 0 0 ds
ds oo excsexcs ssue durin wn ll ssue durin wn ll ee ee
e e
a te mtia a lly ia te mtia a lly i VV oo
cc lculated i dta he t rte o ontio rilculated i dta he t rte o ontio ri
pxe vaues or vaous spxe vaues or vaous s
omed lsomed ls eeltedlted
1 1 us us mz mz f cvi f cvi
u weeve ey e sme nde u weeve ey e sme nde p i de fm p i de fm . . oo wi he wi he s. s. w i w i sr nth. sr nth. vv e C vv e C E
E Me Me eecve sts eecve sts f f EiEi eve s
eve s ev loev lo
dww eteie dww eteie new pred he eecve ss
new pred he eecve ss
w s uw s u Ue Ue oo eve ss e dww ru eve ss e dww ruII
ys
yss s e rs e rs w staew staes re s re he she s s hs he Lwee Lwe
mehmeh h h thrd thrd ae draied ae draied sh sd sh sd
stst
Kah Kah
of the l sue where the draed sen sller tha of the l sue where the draed sen sller tha nh.
pd rwdow pd rwdow
al
al 11 Apoxie Valus oApoxie Valus o
o Vous Soilso Vous SoilsTy o
Ty o SoilSoil Co sand Co sand Fine snd Fine snd Sily sand Sily sand Silt Silt Cpt clay Cpt clay Sot clay Sot clay soc socvv > >10 10 22 /day /day 1 to 10 1 to 10 /day /day 10 to 10 to
X
X
tt /day /day 05 05 to to 1 1 /dY /dY 005 005 t 5 t 5 /day /day < < 0 022 tt22 /day /dayI the vale o T cacuat using quaio
I the vale o T cacuat using quaio
I
I
is ess than 30. the undranis ess than 30. the undran trength strength should b hould b consiee consiee The ollowing The ollowing ses ssure tses ssure t the the undranedundraned n
ngth used in gth used in e e staistaiity ays wity ays w
b ge t e b ge t e de de sngth sngth is thus conative to assu th he mtei is unin in tho cases where is thus conative to assu th he mtei is unin in tho cases where e is dot whete is dot whet ot c dge wot c dge wuu
((22) ) Estaish Estaish the the sength sength nveonveos s qued qued o o the the analyses analyses oror ateas that ain dun awdown. oy the ane strength enveope is ateas that ain dun awdown. oy the ane strength enveope is quired
quired or mteals thaor mteals tha
a
a
undrined ing drawdow. thundrined ing drawdow. th te drainedte drainede
ennvv e ell o opp ((ttf f f f ss aa''f f f f )) anan d d thethe ndrndrined nined nvelop (velop (f f f vsf vs ''fcfc) re re) re re quired. quired. ThTh e e
qu nlops or alus o K
qu nlops or alus o K c c bwen 1 and Kbwen 1 and K can can een een yy
li
linn nnerer lalatiotion,n, aas ds d cu cussss ed ed p p v vioiosslyly..
(3)
(3) For a lete sFor a lete sip ip sfe ccuate e actor o ety sfe ccuate e actor o ety ar drwdownar drwdown y
y a 3ste u:a 3ste u: (i)
(i) Pero Pero ysi ysis s of sity bo drwdown usng of sity bo drwdown usng in sengtin sengt paraters
paraters or l mes o deteine he eve no sssor l mes o deteine he eve no sss
cc)) onon he ae ohe ae of ach slice. nd the value o Kf ach slice. nd the value o K c c o o each sliceach slice e Values Values o o KK c c re
re deeine deeine n n the mner the mner sggest sggest y y Lowe Lowe and and rath. rath. aed aed onon the assumption
the assumption of of no eieto of no eieto of prncipprncip sess duingsess duing drwdown drwdown These values
These values e e sed sed t t deemne deemne undrained undrained sength sength vaues vaues or or hehe mar
marials thaials thatt do n do n dn dn y dung y dung wdowwdownn (ii)
(ii) Pero an anaysis of staility ae dwdown using undrandPero an anaysis of staility ae dwdown using undrand sengths o mates ha do not ain reey.