Table Of ContentPERFORMANCE-BASED DESIGN IN EARTHQUAKE GEOTECHNICAL ENGINEERING–
FROMCASEHISTORYTOPRACTICE
©2009 Taylor & Francis Group, London, UK
PROCEEDINGSOFTHEINTERNATIONALCONFERENCEONPERFORMANCE-BASEDDESIGN
INEARTHQUAKEGEOTECHNICALENGINEERING(IS–TOKYO2009),15–18JUNE2009
Performance-Based Design in Earthquake
Geotechnical Engineering–
from Case History to Practice
Editors
Takaji Kokusho
DepartmentofCivil&EnvironmentalEngineering,
ChuoUniversity,Tokyo,Japan
Yoshimichi Tsukamoto
DepartmentofCivilEngineering,
TokyoUniversityofScience,Tokyo,Japan
Mitsutoshi Yoshimine
DepartmentofCivilandEnvironmentalEngineering,
TokyoMetropolitanUniversity,Tokyo,Japan
©2009 Taylor & Francis Group, London, UK
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©2009 Taylor & Francis Group, London, UK
Table of contents for Book and CD-ROM
Preface XIX
Committees XXI
Keynotelectures
PerformancebasedearthquakedesignusingtheCPT 3
P.K.Robertson
PerformanceoffoundationgroundinKashiwazaki-KariwaNuclearPowerStationduring
2007Chuetsu-Okiearthquake 21
T.Kokusho
Seismicperformancebased-designoflargeearthandtailingdams 41
R.Verdugo
Graveldrainsfortheremediationofliquefiablesites:TheSeed&Booker(1977)approach
revisited 61
G.D.Bouckovalas,A.G.Papadimitriou&D.Niarchos
Seismicsoil-pile-structureinteractionbasedonlargeshakingtabletests 77
K.Tokimatsu&H.Suzuki
Themelectures
Developmentofperformancecriteriaforfoundationsandearthstructures 107
S.L.Kramer,P.Arduino&H.Shin
Evaluationofseismicperformanceofgeotechnicalstructures 121
M.Cubrinovski&B.A.Bradley
Outlineofperformance-baseddesignforrailwayearthstructuresinJapan 137
M.Shinoda,K.Watanabe,K.Kojima&M.Tateyama
Seismicperformanceofgeosynthetic-reinforcedsoilretainingwallsandtheir
performance-baseddesigninJapan 149
J.Koseki,S.Nakajima,M.Tateyama,K.Watanabe&M.Shinoda
Evaluationofspatialvariationsinsoilstiffnessusingstresswavepropagations 163
D.S.Kim,H.J.Park,J.T.Kim,N.R.Kim&E.S.Bang
Determiningtheundrainedresidualstrengthofsoilsfromfieldpenetrationtestswith
somecasehistorystudies 179
Y.Tsukamoto
Theuseofcontrolledblastingforevaluatingseismicperformance 193
S.A.Ashford,Y.Kawamata,K.M.Rollins,R.E.Kayen,T.J.Weaver&T.Juirnarongrit
LessonslearnedfromsamplingandCPTinsilt/sandsoils 209
A.B.Huang
Satisfactionanddissatisfactionofportfacilitiesdesignerfacingtotheperformancebased
designmethodology 221
T.Sugano&S.Miyata
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©2009 Taylor & Francis Group, London, UK
Academicsandpractitionersdiscussionsession
Evaluatingseismicperformanceofearthstructuresandsoil-structuresystems 229
R.W.Boulanger
Geotechnicalperformance-basedseismicdesignforbridgefoundations—aWestern
Canadaperspective 233
E.Naesgaard
Predictionofbehaviorofundergroundstructureandquaywallduringearthquake 235
N.Yoshida
Evaluationoftheseismicperformanceofembankmentdamsandlevees 237
R.Pyke
Seismicdesignofshallowimmersedtunnelsandundergroundmetrostations 239
K.Pitilakis
Theroleofsoilpropertiesinperformance-baseddesign 241
M.Maugeri&S.Grasso
Roleofsoilinvestigationinperformancebaseddesign 249
A.M.Kaynia
Roleofsoilinvestigationinperformance-baseddesign 253
S.L.Kramer
Relevantsoilinvestigationsandlaboratoryteststoestimateliquefaction-induced
deformationofstructures 259
S.Yasuda
Discussionsessiononperformancecriteriafordesigninggeotechnicalstructures 265
S.Iai
Riskmeasuresindesignofgeotechnicalstructures 269
G.J.Rix
Determiningcriteriaforseismicperformanceofearthstructures 273
I.Towhata
Integrateddesignofstructure-foundationsystemsandperformancebaseddesign 275
M.J.Pender
Learningfromgeotechnicalearthquakeengineeringcasehistories 277
J.D.Bray
Theroleofremotesensingindocumentinglandslideandgroundfailure
casehistoriesforperformance-basedseismicdesign 283
E.M.Rathje
LandslidesinducedbyEarthquakeandtheirsubsequenteffects—lessonslearned
fromtheChi-chiearthquake,1999 287
M.L.Lin,K.L.Wang&T.C.Kao
2008Wenchuan8.0earthquakeofChina
CharacteristicsofdisastersinducedbytheWenchuan8.0earthquakeandlessons
learntfromit 295
L.M.Wang,Z.J.Wu&X.M.Zhong
DamageinvestigationandanalysisofbuildingsinSouthernGansuprovince
during2008Wenchuanearthquake 305
L.Chen,W.Liu,H.Ma&Z.Wu
Earthquakedamagesofearth-woodbuildingsduringtheWenchuanMs8.0earthquake 315
R.Qiu,Z.Yuan&Q.Wang
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©2009 Taylor & Francis Group, London, UK
ReviewongeotechnicalhazardcausedbyWenchuan8.0earthquake 319
Z.X.Yuan
Applicationofmicrotremorobservationondisasterinvestigationinthequake-hitarea
ofGansuprovincebytheWenchuangreatearthquake 323
Z.J.Wu,J.J.Sun,H.Z.Wang,A.L.Che&L.Z.Chen
Applicationofmicrotremorobservationoninvestigationofgeologicalhazard
inducedbythegreatWenchuanearthquakeinSichuanprovince 331
A.L.Che,J.H.Qi,X.P.Wu,T.Iwatate,M.Yoshimine,Y.Oda,Q.W.Ma,
F.Zhang&Z.J.Wu
Specialdiscussionsession—futuredirectionsofperformance-baseddesign
Perspectivesingeotechnicsforvastlystrongearthquakeshaking 339
K.Ishihara
Seismicbehaviourofgeotechnicalstructures—Past,presentandfuture 341
P.S.SêcoePinto
Someemergingissuesinperformancebaseddesign 349
W.D.LiamFinn
Shortcommentonsitespecificearthquakegroundmotioncharacteristics
forperformancebaseddesign 357
A.Ansal&G.Tönük
PBDinearthquakegeotechnicalengineeringandenergy-baseddesign 359
T.Kokusho
GeneralpapersonCD-ROMonly
Groundmotionsandsiteeffects
SiteresponsestudyforurbanareasofChennaicity,India—ageotechnical
approach 365
G.P.Ganapathy&S.Rajarathnam
AcasestudyondynamicsitecharacterizationofDelhiregion 373
D.NeelimaSatyam&K.S.Rao
Siteeffectsevaluationproceduresforperformance-baseddesign 377
A.Ferraro,S.Grasso&M.Maugeri
AboutconsequencesofNevelskyearthquakesinSakhalinIsland 385
A.Zh.Zhusupbekov,V.J.Alperovich,O.Blinova,K.C.Un,I.N.Tikhonov,
I.A.Yemelyanov,T.S.Mun&O.N.Cherba
SiteresponseofdeepandshallowsedimentsinBucharest—frommicrotremors
tostronggroundmotions 391
A.Aldea,S.Demetriu,R.Vacareanu,H.Yamanaka&S.Fukumoto
SynthesizingtheMw6.2KojourearthquakeofMay28,2004usingempirical
Green’sfunction 401
A.Nicknam,R.Abbasnia,M.Bozorgnasab&Y.Eslamian
Estimationofthecharacteristicsofsurfacewavepropagationusingarrays
ofseismometers 409
D.L.Calderon,T.Sekiguchi&S.Nakai
Amplificationzoningbasedongrade-IImethodsofTC4forKhuzestan
province,SW-Iran 413
M.Saghafi,M.Ghorashi&H.Jamshidi
Elasticdemandspectrabasedonworldwidestronggroundmotionrecords 423
K.Pitilakis,D.Manou&A.Anastasiadis
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©2009 Taylor & Francis Group, London, UK
Auniformhazarddesignspectralshapeforbuildingcodes 431
R.A.Green,W.I.Cameron,K.A.Gunberg&A.Hadjian
Evaluationofamplificationfactorsofsoftsoilsthroughseismicresponseanalyses 437
G.Biondi,P.Cacciola&E.Cascone
Nonlinearearthquakeresponseanalysisconsideringdynamicsoilstiffnesswith
bothfrequencyandstraindependencies 445
N.Nakamura
PMLabsorbingboundaryconditioninnumericalmodelingofRayleighsurfacewave 453
W.F.Xu,J.Xu,Z.Z.Xie&Z.Q.Xiong
Influenceofwatertabledepthonthegroundsurfaceresponseofsoils 457
S.U.Dikmen&A.M.Turk
Anewprincipleforprotectionfromseismicwaves 463
S.V.Kuznetsov
Nonlinearityinseismicsoil-structureinteraction 469
J.Yang&X.R.Yan
Wallstructuresandfoundations
Seismicretrofitofahistoricbridge 475
J.R.Gingery,J.F.Meneses,K.W.Franke&Z.Zafir
Characteristicsofliquefactioninduceddamagetohouseandquantifieddegreeofdamage 483
A.Onoue
PerformancebaseddesignofShahidRajaeediaphragmwall:Pseudo-static
anddynamicperspective 491
H.Alielahi,H.Nouri&B.Ebrahimian
Longtermeconomicbenefitsofgroundimprovement—Ford-Otosanplantcasehistory 501
C.G.Olgun,J.R.MartinII&C.W.Zobel
Variousparallelquaywallswithshore,KishCommercialportcasehistory 509
M.Jalili,M.Habibi,G.H.Roodi&M.AbadiMarand
Evaluationofseismicearthpressureandwallfrictionactingonembeddedfooting
basedoncentrifugetest 517
S.Tamura,T.Sakamoto,T.Hida&N.Maeda
Performanceofmodelpilesinliquefiablesoilduringshakingtests 523
T.S.Ueng&C.H.Chen
Astudyondeformationbehaviorofthepilefoundationreinforcedwithground
solidificationbodybyfullscalefieldtestandnumericalanalysis 531
Y.Adachi,K.Urano,M.Mihara&M.Kawamura
ContributionIndex—anewmethodologyindistributionoflateralforceinpile
groupsbehindquaywallssubjectedtoliquefaction-inducedlateralspreading 541
R.Motamed&I.Towhata
Pressuredissipaterpanelsforseismicmitigationofcaissonquaywalls 549
A.A.MostafaviMoghadam,A.Ghalandarzadeh,P.HajiAlikhani&I.Towhata
Onseismicresponseofretainingstructures 557
N.Sitar&L.AlAtik
Instabilityofsandundergoingearthquakesaftergroundwaterlevelrise 565
K.Yasuhara,K.Nishiwaki,H.Komine&S.Murakami
Performance-basedpseudo-staticanalysisofgravityretainingwalls 571
G.Biondi,M.Maugeri&E.Cascone
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©2009 Taylor & Francis Group, London, UK
Experimentalmodellingofkinematicbendingmomentsofpiles
inlayeredsoils 581
L.Dihoru,S.Bhattacharya,C.A.Taylor,D.MuirWood,F.Moccia,
A.L.Simonelli&G.Mylonakis
Ondesignofretainingwallsinseismicareas 589
Y.Wu,S.Prakash&V.K.Puri
Influenceofearthquakemotioncharacteristicsonsettlementbehavior
oftankfoundationduetoliquefaction 595
S.Higuchi,N.Sento,M.Kazama,R.Uzuoka&H.Takahashi
Significanceofsettlementonseismicstabilityoffootingonslope 603
M.Okamura&T.Sugata
Simplifiedmodelingofwaveabsorbingconcreteblocksforperformance-based
design 607
H.Ishida,K.Ichii&T.Mishima
Largescale1-gshakingtabletestofanunanchoredearth-retainingRCdiaphragm 613
R.C.Borg,M.Corigliano,C.G.Lai&A.Pavese
Pushoveranalysisforpilessubjectedtoliquefaction-inducedflowpressure
andgrounddisplacement 621
J.H.Hwang,Y.D.Lyu&M.C.Chung
Derivationofcyclicp-ycurvesfromshakingtabletests 629
S.S.Lin,K.J.Chiou,J.C.Liao,C.H.Chen&T.S.Ueng
Nonlinearsoil–foundation–structureinteractionaiminginperformancebaseddesign 635
D.Pitilakis
Experimentalandnumericalevaluationoftheeffectofpilecracking
totheperformance-baseddesignconcept 643
E.M.Comodromos,M.C.Papadopoulou&I.K.Rentzeperis
Energyorientedapproachtotakeintoaccounttheeffectoftheseismicnon-linearSSI
ontheperformance-basedesign 651
E.Sáez,F.López-Caballero&A.Modaressi-Farahmand-Razavi
Studyofp-ycurvesforliquefiablesoil 659
S.R.Dash,S.Bhattacharya&A.Blakeborough
Evaluationchartofexistingpilefoundationagainstseismicsoildisplacements 667
S.Mori,K.Suga&T.Akaishi
Predictionofthenaturalfrequencyinagravityquaywallwithsaturatedbackfill
duringanearthquake 675
J.-I.Hwang,S.-R.Kim,J.-T.Han&M.-M.Kim
Simulationofverticalcyclicloadingtestsforapileinsandbyaccumulated
damagetheory 683
K.Abe,M.Koda,K.Horii&M.Kiguchi
Effectivestressbaseddynamicanalysisontheinteractionbetweenpilefoundation
andliquefiedground 689
H.Yokawa,A.Tanabe,A.Yashima&K.Sawada
Dynamicresponseofcantileverretainingwalls 697
A.Evangelista,A.ScottodiSantolo&A.L.Simonelli
Anapproachtotheseismicdesignofembeddedretainingwallsbasedontheresults
ofdynamicnumericalanalysis 705
F.M.Soccodato&L.Callisto
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©2009 Taylor & Francis Group, London, UK
Earthquakeinducedpermanentdisplacementsofshallowfoundations—
performancebaseddesign 713
M.J.Pender,J.C.W.Toh,L.M.Wotherspoon,T.B.Algie&M.C.R.Davies
Seismicperformanceofanchoredquaywallsandnumericalsimulationtechniques 721
B.Ebrahimian
Numericalmodelingoftheseismicbehaviorofgravitytypequaywalls 731
B.Ebrahimian,A.A.MostafaviMoghadam&A.Ghalandarzadeh
Seismicactiveearthpressurewithvaryingshearmodulusinbackfill—
pseudo-dynamicapproach 739
S.Kolathayar&P.Ghosh
Analysisoflaterallyloadedpilegroupsinmulti-layeredgrounds
byhybridelasticmethod 745
H.Hirai
Dynamicbehaviorofliquefiedsandaroundpilefoundation:Modelexperiment
andnumericalsimulation 753
A.Shimizu,Y.Ogata,T.Matsushima&Y.Yamada
Influenceofheadconnectiontypeonseismicbehaviourofinclinedmicropiles 761
R.Noorzad&G.R.Saghaee
Nonlinearincrementalanalysisforthepredictionofseismicperformances
ofembeddedretainingwalls 769
C.Visone&F.SantuccideMagistris
Kinematicpilebendinginlayeredsoils:Linearvs.equivalent-linearanalysis 777
S.Sica,A.L.Simonelli&G.Mylonakis
Dynamicresponseofsurfacefoundationrestingonsandbymeansofphysicalmodeling 785
F.Jafarzadeh&H.Ghasemzadeh
Adynamicloadcalculationformulti-anchoredflexiblewalls 791
A.D.Garini
Someremarksonthekinematicvs.inertialinteractionforpiledfoundations 795
R.DiLaora&A.Mandolini
Pseudo-staticanddynamicanalysisforananchoreddiaphragmwallaccording
totheperformance-baseddesignmethod 801
B.Ebrahimian
Embedmenteffectonseismicperformanceofsoil-structuresystem 811
G.Abate,M.R.Massimino&M.Maugeri
Useofafullycoupledanalysisforevaluationofperformanceoffootingsonliquefiable
anddensifiedsubsoils 819
H.Shahir&A.Pak
Kinematicinteraction:Aparametricstudyonsinglepiles 827
F.Moccia,S.Sica&A.L.Simonelli
Embankmentsandslopes
Peculiaritiesofformationandactivationoflandslideprocesses
inKyrgyzstanandKazakhstan 837
K.Ch.Kojogulov,O.V.Nikolskaya,R.B.Baimakhan,G.R.Mirzakulova,
A.M.Aliyeva,G.B.Yliasova,A.G.Tanirbergenov,N.Sakpanova&D.Chan
Estimationofearthquake-relatedembankmentcrestsettlements 843
R.Singh&D.Roy
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Stabilityofembankmentandreclaimedlandcomposedofindustrialwastes
duringearthquake 851
H.Nagase,A.Hirooka,S.Nakamura&T.Monzen
Importanceofgroundwatertotheearthquakeperformancedesignofnaturalslope 859
S.Sakajo&N.Sakai
Variationsinthresholdaccelerationforseismicinduceddeformationsofembankments 867
Y.Hata,K.Ichii,S.Kano&T.Tsuchida
Modeltestandnumericalanalysisofslopestabilityduringearthquake 873
K.Arai,Z.J.Wang&L.Lu
Developmentofslopedisplacementevaluationmethodduringearthquakesbyenergy
approach—casestudyin2004Niigata-kenChuetsuearthquake 881
T.Ishizawa&T.Kokusho
Theeffectofverticalaccelerationsonseismicslopestability 889
S.K.Sarma&M.R.Scorer
Calculatingthefactorofsafetyoftheslopestability:Acasestudy 897
M.X.Hou,C.G.Li,Y.Z.Liu&X.R.Ge
Earthquake-inducedsheardeformationofslopesforperformance-basedengineering 907
M.Taiebat,B.Jeremic´,Y.F.Dafalias&A.M.Kaynia
Estimationofslidingofgentleslopeonpartiallysaturatedfinesandsubject
tostronggroundmotion 915
J.Lee,K.Yoshizako,N.Ohbo&T.Sakanoue
ConsiderationonfillslopefailureinTakamachidevelopedresidentiallandin2004
NiigatakenChuetsuearthquake 923
S.Ohtsuka,K.Isobe&T.Takahara
Two-dimensionalseismicresponseanalysistoevaluatepermanentslopedisplacements 929
S.Rampello,L.Callisto&P.Fargnoli
Performance-baseddesignofpotentiallyliquefiableembankmentsusingacombined
effectivestress—totalstressmodel 937
E.Naesgaard,M.H.Beaty&P.M.Byrne
Analyticalstudyforeffectofuncertaintyinsoilparametersonseismicsettlement
ofearthstructure 947
A.Wakai,S.Nishimura&S.Tani
Evaluationofseismicdisplacementsofanaturalslopebysimplifiedmethods
anddynamicanalyses 955
E.Ausilio,A.Costanzo,G.Tropeano&F.Silvestri
Experimentalstudyonseismicreinforcementmethodatcrestofroadembankment
bygeosynthetics 963
N.Tatta,J.Jang,K.Tokida,K.Oda&A.Nakahira
Damsandundergroundstructures
Strategyofreductionofseismicriskforhydro-technicalstructures 975
T.R.Rashidov,V.A.Kondratiev,M.A.Akhmedov&A.I.Tuchin
LongitudinalseismicresponseofKeddaradam:Acomparisonofobserved
recordsandanalyzedresults 981
S.Louadj,R.Bahar,N.Laouami,E.Vincens&B.Cambou
SafetyanalysesofSrinagarinddaminducedbyearthquakesusingdynamic
responseanalysismethod 987
S.Soralump&K.Tansupo
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©2009 Taylor & Francis Group, London, UK