Numerical Methods in Geotechnical Engineering

1343 Pages·2014·43.611 MB·English

by  M A Hicks, R B J Brinkgreve, Alexander Rohe

Numerical Methods in Geotechnical Engineering contains the proceedings
of the 8th European Conference on Numerical Methods in Geotechnical HICKS
Engineering (NUMGE 2014, Delft, The Netherlands, 18-20 June 2014). It is BRINKGREVE
the eighth in a series of conferences organised by the European Regional
ROHE
Technical Committee ERTC7 under the auspices of the International Society
editors
for Soil Mechanics and Geotechnical Engineering (ISSMGE). The first con-
ference was held in 1986 in Stuttgart, Germany and the series has contin-
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ued every four years (Santander, Spain 1990; Manchester, United Kingdom
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1994; Udine, Italy 1998; Paris, France 2002; Graz, Austria 2006; Trondheim,
G M
Norway 2010).
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Numerical Methods in Geotechnical Engineering presents the latest R
developments relating to the use of numerical methods in geotechnical T
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engineering, including scientific achievements, innovations and engineering E C
applications related to, or employing, numerical methods. Topics include: C A
constitutive modelling, parameter determination in field and laboratory H L
tests, finite element related numerical methods, other numerical methods,
N M
probabilistic methods and neural networks, ground improvement and rein-
I
forcement, dams, embankments and slopes, shallow and deep foundations, C E
excavations and retaining walls, tunnels, infrastructure, groundwater flow, T
A
thermal and coupled analysis, dynamic applications, offshore applications H NUMERICAL METHODS
L
and cyclic loading models. The book is aimed at academics, researchers O
and practitioners in geotechnical engineering and geomechanics. E IN GEOTECHNICAL ENGINEERING
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VOLUME 1
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EDITED BY:
MICHAEL A. HICKS
RONALD B.J. BRINKGREVE
ALEXANDER ROHE
an informa business
NUMGE vol1 final.indd 1 02-05-14 15:07
NUMERICALMETHODSINGEOTECHNICALENGINEERING
TThhiiss ppaaggee iinntteennttiioonnaallllyy lleefftt bbllaannkk
PROCEEDINGSOFTHE8THEUROPEANCONFERENCEONNUMERICALMETHODS
INGEOTECHNICALENGINEERING,DELFT,THENETHERLANDS,18–20JUNE2014
Numerical Methods in Geotechnical
Engineering
Editors
MichaelA. Hicks
SectionofGeo-Engineering,DepartmentofGeoscienceandEngineering,
FacultyofCivilEngineeringandGeosciences,DelftUniversityofTechnology,
Delft,TheNetherlands
Ronald B.J. Brinkgreve
SectionofGeo-Engineering,DepartmentofGeoscienceandEngineering,
FacultyofCivilEngineeringandGeosciences,DelftUniversityofTechnology,
Delft,TheNetherlands
Alexander Rohe
Deltares,Delft,TheNetherlands
VOLUME I
CRC Press
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© 2014 by Taylor & Francis Group, LLC
CRC Press is an imprint of Taylor & Francis Group, an Informa business
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Version Date: 20140530
International Standard Book Number-13: 978-1-315-75182-5 (eBook - PDF)
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NumericalMethodsinGeotechnicalEngineering–Hicks,Brinkgreve&Rohe(Eds)
©2014Taylor&FrancisGroup,London,978-1-138-00146-6
Table of contents
Preface XVII
Committees XIX
Volume I
Constitutivemodelling
Abettertoolforgeneralmodelingofstrainsofteningsoilsinslopesandexcavations 3
G.Aristorenas,C.Englert&J.Gómez
Modelingunloading/reloadinginpeatusingakinematicbubblemodel 9
D.Boumezerane
ImplicitimplementationofthePrevostmodel 15
B.Cerfontaine&R.Charlier
Aconstitutivemodelofnormallyconsolidatedclayatsmallstrains 21
C.Chen&Z.M.Zhou
Attributesofrotationalhardeningrulesinclayplasticity 27
Y.F.Dafalias&M.Taiebat
Onthemodellingofgraincrushinginhypoplasticity 33
H.K.Engin,H.P.Jostad&A.Rohe
Thenumericalimplementationofelasticvisco-plasticmodelforsoftclays 39
W.Q.Feng,Y.L.Li,J.H.Yin&Z.Y.Yin
Asmartincrementtechniqueanditsapplicationtoaboundingsurfacemodel 45
J.Ghorbani,A.Noorzad&H.Shahnazari
UseofIWANmodelsformodellinganisotropicandcyclicbehaviorofclays 49
G.Grimstad,J.A.Rønningen&H.A.Nøst
Modellingpeatwithananisotropictime-dependentmodelforclay 55
E.J.denHaan
Stressmeasuresforinterparticleslidingandparticlerolling 61
R.R.deJager&F.Molenkamp
Numericaltreatmentofsingularitiesincriticalstatemodellingofsoilbehaviour 67
J.M.P.Marado&J.M.M.C.Marques
Clayhypoplasticitymodelwithexplicitasymptoticstateboundarysurfaceformulation
andverysmallstrainstiffnessanisotropy 73
D.Mašín
Accuracyversussimplicityofanisotropicclaymodels 79
A.G.Papadimitriou,G.I.Agapoulaki&Y.F.Dafalias
Anisotropicsandmodelandfabricevolutionuntilthecriticalstate 85
A.G.Papadimitriou,Y.F.Dafalias&X.S.Li
Aresponseenvelopebasedapproachtohypoplasticconstitutivemodels 91
T.Pucker
V
Anewformulationtomodelthedegradationinstructuredsoils 97
V.Robin,O.Cuisinier,F.Masrouri&A.A.Javadi
Anewconstitutivemodelforshotcrete 103
B.Schädlich&H.F.Schweiger
Constitutivemodelingforsandwithemphasisontheevolutionofboundingandphase
transformationlines 109
P.Tasiopoulou&N.Gerolymos
Apreliminarystudyofrheologicalmodelsforrun-outdistancemodellingofsensitiveclaydebris 115
V.Thakur,D.Nigussie&S.A.Degago
Applicationoftheintergranularstrainoverlaytoelastoplasticmodels 121
A.B.Tsegaye&T.Benz
IncorporatingTESRAbehaviourinanadvancedconstitutivemodel 127
A.J.Tuxworth&S.D.Clarke
Introductionofathermodynamicallyhyperelasticmodelforpeat 133
L.Zhang&B.C.O’Kelly
Uniquenessoftime-dependenciesforShanghaisoftclay 139
Q.-Y.Zhu,Z.Y.Yin,Z.-X.Wu&P.-Y.Hicher
Parameterdeterminationinfieldandlaboratorytests
EstimationofinputparametersforCWFSmodelusingRSM 147
D.S.Cheon,Y.B.Jung,B.H.Choi,S.K.Cho&Y.H.Han
Significanceofsamplequalityinsettlementanalysisoffieldcases 153
S.A.Degago&G.Grimstad
Anumericalclassificationofsoils 159
H.Is¸ık&A.F.Çabalar
Determinationmethodofinputparametersforelasto-plasticFEanalysisofpeatground 163
H.Hayashi,S.Nishimoto&T.Yamanashi
Calibrationofthemechanicalparametersforthenumericalsimulationsofdynamic
centrifugeexperiments 169
G.Lanzano,F.SantuccideMagistris&E.Bilotta
Numericalsolutiontopredictvisco-plasticmodelparametersofsoftclayduringexcess
porewaterpressuredissipation 175
T.M.Le,B.Fatahi&H.Khabbaz
Micro-pilesunderdynamichorizontalexcitation:Fieldtestsandnumericalmodeling 181
T.Meier
InfluenceofthecalcitecontentofsandsontheCPT-resistance 187
T.Meier&J.Wehr
Numericalsimulationofsheartestsonrockjointsmodelswithpredefinedroughness 193
J.E.Menezes
Comparisonoflaboratorydirectsheartestresultswiththenumericalanalysis 199
J.M.Royo&S.Melentijevic
Effectsofusingdifferentconstitutivesoilmodelsforthecavityexpansionproblem 205
E.S¸engün,M.M.Berilgen&M.M.I˙ncecik
Effectofpreviousstresshistoryandvegetationonthecoefficientofearthpressureat-rest,K ,
0
inLondonclay 209
A.Tsiampousi,I.Vitsios,L.Zdravkovic´&D.M.Potts
VI
Parameteridentificationforanadvancedmaterialmodelforintactrock 215
D.Unteregger,G.Hofstetter,M.Haltmeier&A.Ostermann
Astudyonthecompressioncurvesofreconstitutedclayswithwatercontents 221
Z.Zhuang,S.Horpibulsuk&M.D.Liu
Finiteelementrelatednumericalmethods
Stabilityverificationagainstthebasalheavefailuremechanismatexcavationsinsoftsoilswith
FEMandclassicalmethods 229
G.AbeaNúñez,Z.Borghei&E.Perau
Finiteelementmodellingofgeotechnicalstructuressubjectedtomovingloads 235
V.Galavi&R.B.J.Brinkgreve
Themixed-typeapproachtofinite-elementanalysisofgeometricallylinearbeamsrestingon
linearandnon-linearWinklersoilmodels 241
V.Jagodnik,G.Jelenic´&Ž.Arbanas
Surveyofgeotechnicalnumericalanalysisuseandtrainingneedsinindustry 247
A.S.Lees,F.Schmidt&B.M.Bacas
Ontheapplicationofthematerialpointmethodforoffshorefoundations 253
L.J.Lim,A.Andreykiv&R.B.J.Brinkgreve
Useofgeneralizedmaterialpointmethod(GIMP)tosimulateshallowwedgepenetration 259
M.A.Llano-Serna&M.M.Farias
Parallelprocessingofexcavationinsoilswithrandomlygeneratedmaterialproperties 265
L.Margetts,I.M.Smith,L.M.Lever&D.V.Griffiths
Modellingofpileinstallationusingthematerialpointmethod(MPM) 271
N.T.V.Phuong,A.F.vanTol,A.S.K.Elkadi&A.Rohe
Modellingofapilerowina2DplanestrainFE-analysis 277
J.J.M.Sluis,F.Besseling&P.H.H.Stuurwold
Extendedzero-thicknessinterfaceelementforaccuratesoil–pileinteractionmodelling 283
H.Stutz,F.Wuttke&T.Benz
Acomparisonofthemeshdependenceofthenonlocalandlocalstrainsoftening
methodsinabiaxialcompressionanalysis 289
F.C.Summersgill,S.Kontoe&D.M.Potts
Numericalsimulationofstrainsofteningbehavioratpile-soilinterface 295
S.A.Tan,J.Sun&K.S.Ng
Soilspringsforanuclearpowerplantbuildingfoundation 301
E.O.Tastan,C.Cinkilic&A.K.Boscha
Simulationofliquefactioninlayeredlooseanddensesand 307
J.A.M.Teunissen&G.A.M.Kruse
Investigationofaspectsofanimplicitdynamicmaterialpointmethodimplementation 313
B.Wang,P.J.Vardon&M.A.Hicks
ModellingprogressivefailurewithMPM 319
A.Yerro,E.Alonso&N.Pinyol
Othernumericalmethods
Numericalsimulationofsnowavalanches:Modellingdilatativeprocesseswithcohesionin
rapidgranularshearflows 327
P.Bartelt,O.Buser,Y.Bühler,L.Dreier&M.Christen
ApplicationofthehybridACP/ANFISmethodforthepredictionofsurfacesettlementinducedby
anearthpressuretunnelboringmachinewithconsiderationoftheencounteredgeology 333
D.Bouayad&F.Emeriault
VII
Debrisflowsimulationconsideringdistributedmultiplesourcematerials 339
H.X.Chen&L.M.Zhang
ParticlefailureinDEMmodelsofcrushablesoilresponse 345
M.O.Ciantia,M.Arroyo,A.Gens&F.Calvetti
FluideffectsinsandproductionsimulationscouplingDEMwithCFD 351
N.Climent,M.Arroyo,A.Gens&C.O’Sullivan
Anumericalinvestigationondebrisavalanchepropagation 357
S.Cuomo,L.Cascini,M.Pastor&G.C.Castorino
Representationofcapillaryforcesinpolydispersegranularassembliesinthependularregime 363
A.Faramarzi,O.Harireche&A.M.Alani
Anon-conventionalBEMforseismicwavepropagationincontinuouslyinhomogeneoushalf-plane 367
I.-K.Fontara,F.Wuttke,T.Rangelov&P.Dineva
Macroelementmodelingofpilesincohesivesoilsubjectedtocombinedlateralandaxialloading 373
N.Gerolymos,O.Papakyriakopoulos&R.B.J.Brinkgreve
Asimplifiedcalculationmethodformaximumlateraldeformationofdiaphragmwalls
inducedbydeepexcavationinclays 379
X.F.Jin&S.T.Liang
Ultimatelimitstatedesignofretainingwallswithnumericalmethods 385
G.Katsigiannis,P.Ferreira&R.Fuentes
BackcalculationofCPTtestsinsiltbythePress-Replacetechnique 391
P.Paniagua,S.Nordal&H.K.Engin
Incorporatingscaleeffectsinshallowfootingsinahypoplasticmacroelementmodel 397
D.Salciarini,B.Bienen&C.Tamagnini
DEMmodelingandidentificationofrepresentativeelementvolumeofsoilskeleton 403
M.R.SalehiSadaghiani,H.Jentsch,K.Faulstich,P.Winkler&K.J.Witt
Effectoffrictionontheforcedistributioninshearedgranularmaterials 409
A.Singh,V.Magnanimo&S.Luding
Recentadvancesintheapplicationofdiscontinuitylayoutoptimizationto
geotechnicallimitanalysisproblems 415
C.C.Smith,M.Gilbert,S.J.Hawksbee&A.Babiker
Studyonboreholestabilityinfracturedrockmassindeepgroundusingdistinctelementmethod 421
A.Taheri,S.Akkari,R.Frimpong,J.Ji&S.Piotrowski
Contactlawingranularassemblies:Fromstaticstodynamics 427
L.Zhang,S.Lambert,F.Nicot&F.Bourrier
3DDEMsimulationofacentrifugemodelpiletest 433
Z.Zhang&Y.H.Wang
Probabilisticmethodsandneuralnetworks
Effectsoflayeredstochasticsoilprofileonthecoherencyfunctionsofspatiallyvariable
seismicgroundmotions:CasestudyoftheEl-Asnamregion(NWAlgeria) 441
K.AfifChaouch,B.Tiliouine&M.Hammoutene
Reliabilityanalysisofslopestabilityevaluationsusingfiniteelementsincluding
astochasticporepressure 447
M.G.Bæverfjord
Reliability-baseddesignofcantileverretainingwallsembeddedingranularsoils 453
K.E.Daryani&H.Mohamad
Stochasticmodellingofdifferentialsettlementsofheterogeneousunsaturatedfoundations 459
T.M.H.Le&G.R.Eiksund
VIII
Comparativestudyofembankmentreliabilityinthreedimensions 467
Y.Li&M.A.Hicks
Applicationofneuralnetworktorockslopestabilityassessments 473
A.J.Li,S.Y.Khoo,Y.Wang&A.V.Lyamin
ApplicationofartificialneuralnetworkinmonitoringseepageflowthroughDadinKowadam,
GombeStateNigeria 479
E.B.Ojo&D.S.Matawal
Advancedconstitutivemodelcalibrationusinggeneticalgorithms:Someaspects 485
C.Pereira,J.R.Maranha&A.Brito
Artificialintelligenceformodelingload-settlementresponseofaxiallyloadedboredpiles 491
M.A.Shahin
Stochasticinversemodelingappliedtoearthdamsfordetectingpreferentialseepagepaths 497
F.Vázquez,G.Auvinet&P.A.Vermeer
Aslidepredictionmodelforlayeredalluvialsoilsduringwetminingoperations 503
N.B.Yenigul,M.AlvarezGrima,M.J.C.vanEeten&C.deKeizer
Effectsofspatialvariabilityonunsaturatedgroundwaterflow 509
H.Zhu&L.M.Zhang
Groundimprovementandreinforcement
Numericalsimulationonthedesignoptimizationofcompactiongrouting 517
A.Anthogalidis,U.Arslan&O.Reul
Numericalmodelingofstonecolumnswithinstallationeffects 523
J.Castro,M.Karstunen&N.Sivasithamparam
Numericalinvestigationontheeffectivenessofdrainageelementsusedinsoilnailingapplications 529
M.Lamei
Soilimprovementusingmicropiles 535
M.Mollaali,M.Alitalesh,M.Yazdani&M.B.Shafie
Anewapproachtotheestimationofsettlementandultimatebearingcapacityofstone
columnssupportedshallowfoundation 541
K.S.Ng,S.A.Tan&J.Sun
Finiteelementanalysesofpreloadingcasesinsoftinhomogeneoussoils 547
V.Papadopoulos&K.Papadopoulou
Numericalmodellingonvibroflotationsoilimprovementtechniquesusingthe
endochronicconstitutivelawforsands 553
J.Peco&S.López-Querol
Slopestabilityofsoftsoilsusingpilefoundationsconsideringthecreepeffects 559
M.Rahmatian,A.Noorzad&A.R.MahboubiArdakani
Predictingthebehaviorofsandcolumnsinsoftclaysusinghypoplasticfiniteelementmodeling 565
A.Riman,S.Sadek&S.Najjar
Numericalmodelingofcontrolledmoduluscolumninstallationinsoftsoils
usingalinearelasticperfectlyplasticsoilmodel 571
A.J.Rivera,C.G.Olgun,T.L.Brandon&F.Masse
Dams,embankmentsandslopes
Numericalmethodsforsimulationofdownwardprogressivelandslides 579
F.Bonadies,S.Nordal,A.S.Gylland,G.Grimstad,H.P.Jostad,S.Cuomo&L.Cascini
NumericalanalysisoftheconstructionofOdeloucadamusingasubloadingsurfacesoilmodel 585
A.Brito,J.R.Maranha,L.Caldeira&C.Pereira
IX