Numerical modeling of pile penetration in silica sands considering the effect of grain breakage

Current numerical platforms rarely consider the effect of grain breakage in the design of sandy soil foundations. This paper presents an enhanced platform for large deformation analyses which considers the effect of grain breakage during pile penetration in silica sand. For this purpose, a model bas...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Finite elements in analysis and design Jg. 144; S. 15 - 29
Hauptverfasser:	Jin, Yin-Fu, Yin, Zhen-Yu, Wu, Ze-Xiang, Daouadji, Ali
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Amsterdam Elsevier B.V 01.05.2018 Elsevier BV Elsevier
Schlagworte:	Breakage Civil Engineering Computer simulation Confining Constitutive equations Constitutive relationships Critical state theory Cutting plane algorithm Deformation effects Deformation mechanisms Dilatancy Engineering Sciences Finite element Finite element analysis Finite element method Grain breakage Géotechnique Mathematical models Model testing Multi-surface plasticity Numerical analysis Penetration Pile foundations Pile installation Sand Sand & gravel Sandy soils Silica Silicon dioxide Stress-strain curves Stresses Triaxial compression tests Pile installation Sand Multi-surface plasticity Grain breakage Critical state theory Cutting plane algorithm Finite element Pile installation Sand
ISSN:	0168-874X, 1872-6925
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Abstract	Current numerical platforms rarely consider the effect of grain breakage in the design of sandy soil foundations. This paper presents an enhanced platform for large deformation analyses which considers the effect of grain breakage during pile penetration in silica sand. For this purpose, a model based on critical state theory has been developed within the framework of multisurface plasticity to account in the same constitutive platform the effect of stress dilatancy and particle fragmentation. Furthermore, to implement the underlying constitutive equations into a finite element code, a stress integration scheme has been adopted by extending a cutting plane algorithm to the model with multiple yielding mechanisms. A laboratory model test and a series of centrifuge tests of pile penetration are simulated to verify the performance of the selected constitutive approach in terms of pile resistance and grain breakage distribution, with the parameters of sand calibrated through a set of drained triaxial compression tests from low to very high confining pressure. Some extra features of the enhanced platform are also discussed, such as: i) the effect of sand crushability on pile resistance and ii) the nonlinear relation of pile resistance to sand density. The proposed findings demonstrate the capability of this numerical platform to proper design of pile foundation in sandy soils and highlight the interplay between stress dilatancy and grain breakage mechanisms during pile penetration processes. •The stress integration of a double-yield-surface model accounting for grain breakage is proposed.•An enhanced simulation platform considering the effect of grain breakage during the pile penetration is established.•The effect of sand crushability to pile resistance by parametric analysis is discussed.•A more accurate nonlinear pile resistance versus density of sand is proposed.
AbstractList	Current numerical platforms rarely consider the effect of grain breakage in the design of sandy soil foundations. This paper presents an enhanced platform for large deformation analyses which considers the effect of grain breakage during pile penetration in silica sand. For this purpose, a model based on critical state theory has been developed within the framework of multisurface plasticity to account in the same constitutive platform the effect of stress dilatancy and particle fragmentation. Furthermore, to implement the underlying constitutive equations into a finite element code, a stress integration scheme has been adopted by extending a cutting plane algorithm to the model with multiple yielding mechanisms. A laboratory model test and a series of centrifuge tests of pile penetration are simulated to verify the performance of the selected constitutive approach in terms of pile resistance and grain breakage distribution, with the parameters of sand calibrated through a set of drained triaxial compression tests from low to very high confining pressure. Some extra features of the enhanced platform are also discussed, such as: i) the effect of sand crushability on pile resistance and ii) the nonlinear relation of pile resistance to sand density. The proposed findings demonstrate the capability of this numerical platform to proper design of pile foundation in sandy soils and highlight the interplay between stress dilatancy and grain breakage mechanisms during pile penetration processes. Current numerical platforms rarely consider the effect of grain breakage in the design of sandy soil foundations. This paper presents an enhanced platform for large deformation analyses which considers the effect of grain breakage during pile penetration in silica sand. For this purpose, a model based on critical state theory has been developed within the framework of multisurface plasticity to account in the same constitutive platform the effect of stress dilatancy and particle fragmentation. Furthermore, to implement the underlying constitutive equations into a finite element code, a stress integration scheme has been adopted by extending a cutting plane algorithm to the model with multiple yielding mechanisms. A laboratory model test and a series of centrifuge tests of pile penetration are simulated to verify the performance of the selected constitutive approach in terms of pile resistance and grain breakage distribution, with the parameters of sand calibrated through a set of drained triaxial compression tests from low to very high confining pressure. Some extra features of the enhanced platform are also discussed, such as: i) the effect of sand crushability on pile resistance and ii) the nonlinear relation of pile resistance to sand density. The proposed findings demonstrate the capability of this numerical platform to proper design of pile foundation in sandy soils and highlight the interplay between stress dilatancy and grain breakage mechanisms during pile penetration processes. •The stress integration of a double-yield-surface model accounting for grain breakage is proposed.•An enhanced simulation platform considering the effect of grain breakage during the pile penetration is established.•The effect of sand crushability to pile resistance by parametric analysis is discussed.•A more accurate nonlinear pile resistance versus density of sand is proposed.
Author	Yin, Zhen-Yu Wu, Ze-Xiang Daouadji, Ali Jin, Yin-Fu
Author_xml	– sequence: 1 givenname: Yin-Fu surname: Jin fullname: Jin, Yin-Fu organization: Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong – sequence: 2 givenname: Zhen-Yu surname: Yin fullname: Yin, Zhen-Yu email: zhenyu.yin@gmail.com organization: Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong – sequence: 3 givenname: Ze-Xiang surname: Wu fullname: Wu, Ze-Xiang organization: Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong – sequence: 4 givenname: Ali surname: Daouadji fullname: Daouadji, Ali organization: University of Lyon, INSA Lyon, Laboratoire GEOMAS, Villeurbanne 69621, France
BackLink	https://hal.science/hal-01727495$$DView record in HAL
BookMark	eNqFkE1rGzEQQEVwIHaSX5CLoKcedjMj74f20IMxbRIwzSWB3ISsHTly15IrrQP995Xj0EMP7WlgeG8Y3oxNfPDE2A1CiYDN7ba0ztNQCkBZgigB5mdsirIVRdOJesKmmZKFbKuXCzZLaQsAtWiqKVPfDzuKzuiB70JPg_MbHizfu4H4njyNUY8ueO48T27IHE_a94mb4JPrs5n58ZU4WUtmPKqbqDO8jqR_6A1dsXOrh0TXH_OSPX_7-rS8L1aPdw_LxaowFcJYkNC1RWnbBqwEpLrRknqDa2lRG7GGvmo0dRb7StsOEVvIwrrpAKp5Z2h-yT6f7r7qQe2j2-n4SwXt1P1ipY47wFa0VVe_YWY_ndh9DD8PlEa1DYfo83tKQCMr2aLoMjU_USaGlCLZP2cR1LG62qr36upYXYFQuXq2ur8s48b3hLmkG_7jfjm5lEO9OYoqGUfeUO9ijqv64P7p_wb956Ei
CitedBy_id	crossref_primary_10_1007_s11440_023_02153_3 crossref_primary_10_1108_EC_08_2018_0358 crossref_primary_10_1007_s11440_019_00847_1 crossref_primary_10_1016_j_cma_2024_117064 crossref_primary_10_1061__ASCE_GT_1943_5606_0002045 crossref_primary_10_1680_jgeen_20_00134 crossref_primary_10_1061_JGGEFK_GTENG_11486 crossref_primary_10_1007_s12517_020_5071_z crossref_primary_10_1016_j_oceaneng_2020_107921 crossref_primary_10_1061_IJGNAI_GMENG_9248 crossref_primary_10_1016_j_undsp_2019_01_003 crossref_primary_10_1007_s11440_020_00929_5 crossref_primary_10_1002_nag_3831 crossref_primary_10_1061_JGGEFK_GTENG_14279 crossref_primary_10_1016_j_compgeo_2019_03_012 crossref_primary_10_1631_jzus_A2000502 crossref_primary_10_1016_j_compgeo_2022_104640 crossref_primary_10_1016_j_oceaneng_2022_111859 crossref_primary_10_1061__ASCE_GM_1943_5622_0001588 crossref_primary_10_1139_cgj_2022_0038 crossref_primary_10_1016_j_cma_2021_113858 crossref_primary_10_1016_j_compgeo_2023_105579 crossref_primary_10_1016_j_compgeo_2024_106985 crossref_primary_10_1016_j_compgeo_2025_107315 crossref_primary_10_1080_1064119X_2024_2434687 crossref_primary_10_1007_s11069_018_3264_5 crossref_primary_10_1016_j_advengsoft_2018_04_003 crossref_primary_10_1016_j_soildyn_2018_12_014 crossref_primary_10_1016_j_cma_2024_117373 crossref_primary_10_1061__ASCE_GT_1943_5606_0002174 crossref_primary_10_1002_nag_2871 crossref_primary_10_1016_j_compgeo_2022_104690 crossref_primary_10_1007_s12046_024_02555_3 crossref_primary_10_1016_j_conbuildmat_2018_10_021 crossref_primary_10_1016_j_trgeo_2019_100303 crossref_primary_10_3390_jmse9080889 crossref_primary_10_1007_s11440_021_01170_4 crossref_primary_10_1007_s11440_022_01501_z crossref_primary_10_1007_s11440_024_02367_z crossref_primary_10_1016_j_enggeo_2020_105870 crossref_primary_10_1016_j_sandf_2018_03_012 crossref_primary_10_1016_j_oceaneng_2025_121141 crossref_primary_10_1016_j_compgeo_2023_105524 crossref_primary_10_1016_j_undsp_2018_11_003 crossref_primary_10_1016_j_conbuildmat_2021_126298 crossref_primary_10_1016_j_undsp_2021_12_007 crossref_primary_10_1007_s10035_024_01499_z crossref_primary_10_1061__ASCE_EM_1943_7889_0002039 crossref_primary_10_1016_j_tust_2018_10_019 crossref_primary_10_1155_2023_4331735 crossref_primary_10_1002_gj_4916 crossref_primary_10_1007_s12517_018_3894_7 crossref_primary_10_1016_j_asoc_2020_106959 crossref_primary_10_1016_j_coldregions_2019_102857 crossref_primary_10_1016_j_gsf_2020_02_014 crossref_primary_10_1016_j_oceaneng_2025_121408 crossref_primary_10_3390_app14051985 crossref_primary_10_1631_jzus_A1900544 crossref_primary_10_1016_j_compgeo_2019_02_024 crossref_primary_10_1061_IJGNAI_GMENG_8140 crossref_primary_10_1007_s12517_018_3809_7 crossref_primary_10_1016_j_engstruct_2021_112533 crossref_primary_10_1371_journal_pone_0321478 crossref_primary_10_1080_19648189_2024_2314101 crossref_primary_10_1061_JENMDT_EMENG_6997 crossref_primary_10_1002_nag_3059 crossref_primary_10_1016_j_cscm_2022_e01735 crossref_primary_10_1080_15376494_2025_2509848 crossref_primary_10_1002_nag_3016 crossref_primary_10_1007_s11069_018_3411_z crossref_primary_10_1016_j_oceaneng_2019_106394 crossref_primary_10_1061__ASCE_GM_1943_5622_0001560 crossref_primary_10_1016_j_oceaneng_2024_116808 crossref_primary_10_1016_j_compgeo_2022_104701 crossref_primary_10_1061_IJGNAI_GMENG_7406 crossref_primary_10_3390_app8071051 crossref_primary_10_1631_jzus_A21LDGG1 crossref_primary_10_1007_s11440_023_01866_9 crossref_primary_10_1061__ASCE_GT_1943_5606_0002271 crossref_primary_10_1007_s11440_023_01975_5 crossref_primary_10_1016_j_jclepro_2021_128205 crossref_primary_10_1061__ASCE_EM_1943_7889_0001814 crossref_primary_10_1007_s40515_024_00431_5 crossref_primary_10_1016_j_undsp_2022_07_005 crossref_primary_10_1016_j_enggeo_2024_107875 crossref_primary_10_1631_jzus_A2100304 crossref_primary_10_1061__ASCE_GM_1943_5622_0002042 crossref_primary_10_1016_j_oceaneng_2020_107577 crossref_primary_10_1016_j_cma_2021_114179 crossref_primary_10_1016_j_compgeo_2025_107242 crossref_primary_10_1002_nag_2979 crossref_primary_10_1016_j_compgeo_2020_103780 crossref_primary_10_1016_j_compgeo_2023_105945 crossref_primary_10_1016_j_compgeo_2022_105047 crossref_primary_10_1016_j_compgeo_2021_104259 crossref_primary_10_1016_j_oceaneng_2023_114837
Cites_doi	10.1680/geot.1999.49.4.543 10.1080/19648189.2017.1357872 10.1016/j.compgeo.2010.09.002 10.1016/j.compgeo.2004.10.004 10.1007/s11431-011-4491-0 10.1007/s11440-015-0425-5 10.1080/17415977.2016.1259315 10.1680/geot.2007.00029 10.1680/geolett.13.00075 10.1007/s11440-017-0586-5 10.1061/(ASCE)0733-9410(1987)113:5(490) 10.1002/nag.2487 10.1360/04ye0199 10.1061/(ASCE)0733-9410(1996)122:2(109) 10.1002/nag.815 10.1016/S0997-7538(00)01130-X 10.1061/(ASCE)GT.1943-5606.0000057 10.3208/sandf.49.661 10.1016/j.compgeo.2013.11.002 10.1016/j.jhydrol.2016.05.065 10.1061/(ASCE)1090-0241(2009)135:1(37) 10.1061/(ASCE)EM.1943-7889.0000685 10.1139/t04-065 10.1016/j.compgeo.2014.10.006 10.1061/(ASCE)GT.1943-5606.0000932 10.1061/(ASCE)1090-0241(1998)124:12(1215) 10.1680/geot.2010.60.6.469 10.1680/geot.11.P.117 10.1016/j.crme.2013.11.001 10.1002/nag.340 10.1007/s11440-016-0486-0 10.1016/j.proeng.2017.01.006 10.1680/geot.2004.54.3.157 10.1007/s11440-013-0206-y 10.1002/nag.2714 10.1680/ijpmg.2005.050104 10.1002/nme.1620230303 10.1061/(ASCE)1090-0241(1997)123:7(671) 10.1007/s004660000166 10.1061/(ASCE)EM.1943-7889.0001059 10.1139/t11-049 10.1007/s10035-007-0037-3 10.1680/jgeot.16.P.159 10.1061/(ASCE)0733-9410(1996)122:4(309)
ContentType	Journal Article
Copyright	2018 Elsevier B.V. Copyright Elsevier BV May 2018 Distributed under a Creative Commons Attribution 4.0 International License
Copyright_xml	– notice: 2018 Elsevier B.V. – notice: Copyright Elsevier BV May 2018 – notice: Distributed under a Creative Commons Attribution 4.0 International License
DBID	AAYXX CITATION 7SC 7TB 8FD FR3 JQ2 KR7 L7M L~C L~D 1XC VOOES
DOI	10.1016/j.finel.2018.02.003
DatabaseName	CrossRef Computer and Information Systems Abstracts Mechanical & Transportation Engineering Abstracts Technology Research Database Engineering Research Database ProQuest Computer Science Collection Civil Engineering Abstracts Advanced Technologies Database with Aerospace Computer and Information Systems Abstracts Academic Computer and Information Systems Abstracts Professional Hyper Article en Ligne (HAL) Hyper Article en Ligne (HAL) (Open Access)
DatabaseTitle	CrossRef Civil Engineering Abstracts Technology Research Database Computer and Information Systems Abstracts – Academic Mechanical & Transportation Engineering Abstracts ProQuest Computer Science Collection Computer and Information Systems Abstracts Engineering Research Database Advanced Technologies Database with Aerospace Computer and Information Systems Abstracts Professional
DatabaseTitleList	Civil Engineering Abstracts
DeliveryMethod	fulltext_linktorsrc
Discipline	Applied Sciences Engineering
EISSN	1872-6925
EndPage	29
ExternalDocumentID	oai:HAL:hal-01727495v1 10_1016_j_finel_2018_02_003 S0168874X17305371
GroupedDBID	--K --M -~X .DC .~1 0R~ 1B1 1~. 1~5 29H 4.4 457 4G. 5GY 5VS 7-5 71M 8P~ 9JN AACTN AAEDT AAEDW AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAQXK AAXUO AAYFN ABAOU ABBOA ABEFU ABMAC ABXDB ABYKQ ACAZW ACDAQ ACGFS ACIWK ACNNM ACRLP ACZNC ADBBV ADEZE ADGUI ADJOM ADMUD ADTZH AEBSH AECPX AEKER AENEX AFFNX AFKWA AFTJW AGHFR AGUBO AGYEJ AHHHB AHJVU AHZHX AI. AIALX AIEXJ AIGVJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ AOUOD ARUGR ASPBG AVWKF AXJTR AZFZN BJAXD BKOJK BLXMC CS3 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 F5P FDB FEDTE FGOYB FIRID FNPLU FYGXN G-2 G-Q GBLVA GBOLZ HLZ HVGLF HZ~ IHE J1W JJJVA KOM LX9 LY7 M41 MHUIS MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. PQQKQ Q38 R2- RIG RNS ROL RPZ SBC SDF SDG SES SET SEW SPC SPCBC SST SSV SSW SSZ T5K T9H TN5 VH1 WUQ XPP ZMT ~02 ~G- 9DU AATTM AAXKI AAYWO AAYXX ABJNI ABWVN ACLOT ACRPL ACVFH ADCNI ADNMO AEIPS AEUPX AFJKZ AFPUW AGQPQ AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP CITATION EFKBS ~HD 7SC 7TB 8FD AFXIZ AGCQF AGRNS FR3 JQ2 KR7 L7M L~C L~D SSH 1XC VOOES
ID	FETCH-LOGICAL-c410t-e2a5f18f760f801e56a8edc1b8f1ac2b0d46ae9f1d4af911170a5fb6900439ce3
ISICitedReferencesCount	97
ISICitedReferencesURI	http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000431206900002&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN	0168-874X
IngestDate	Tue Oct 14 20:22:31 EDT 2025 Fri Jul 25 08:48:45 EDT 2025 Sat Nov 29 04:56:31 EST 2025 Tue Nov 18 22:28:23 EST 2025 Fri Feb 23 02:34:31 EST 2024
IsDoiOpenAccess	true
IsOpenAccess	true
IsPeerReviewed	true
IsScholarly	true
Keywords	Pile installation Sand Multi-surface plasticity Grain breakage Critical state theory Cutting plane algorithm Finite element Pile installation Sand
Language	English
License	Distributed under a Creative Commons Attribution 4.0 International License: http://creativecommons.org/licenses/by/4.0
LinkModel	OpenURL
MergedId	FETCHMERGED-LOGICAL-c410t-e2a5f18f760f801e56a8edc1b8f1ac2b0d46ae9f1d4af911170a5fb6900439ce3
Notes	ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14
ORCID	0000-0003-1697-6465
OpenAccessLink	https://hal.science/hal-01727495
PQID	2068487129
PQPubID	2045476
PageCount	15
ParticipantIDs	hal_primary_oai_HAL_hal_01727495v1 proquest_journals_2068487129 crossref_primary_10_1016_j_finel_2018_02_003 crossref_citationtrail_10_1016_j_finel_2018_02_003 elsevier_sciencedirect_doi_10_1016_j_finel_2018_02_003
PublicationCentury	2000
PublicationDate	May 2018 2018-05-00 20180501 2018-05
PublicationDateYYYYMMDD	2018-05-01
PublicationDate_xml	– month: 05 year: 2018 text: May 2018
PublicationDecade	2010
PublicationPlace	Amsterdam
PublicationPlace_xml	– name: Amsterdam
PublicationTitle	Finite elements in analysis and design
PublicationYear	2018
Publisher	Elsevier B.V Elsevier BV Elsevier
Publisher_xml	– name: Elsevier B.V – name: Elsevier BV – name: Elsevier
References	Lade, Bopp (bib52) 2005; 45 Yin, Jin, Shen, Hicher (bib47) 2018; 42 Yin, Jin, Shen, Huang (bib48) 2017; 12 Daouadji, Hicher, Rahma (bib37) 2001; 20 Shen, Wang, Yang, Ho (bib10) 2013; 139 Yin, Xu, Hicher (bib26) 2013; 8 Lobo-Guerrero, Vallejo (bib8) 2007; 9 Kuwajima, Hyodo, Hyde (bib12) 2009; 135 Zhang, Yang, Nguyen, Jardine, Einav (bib19) 2014; 4 Touati (bib49) 1982 Jin, Wu, Yin, Shen (bib43) 2017; 12 Jin, Yin, Shen, Hicher (bib45) 2016; 40 Richart, Hall, Woods (bib27) 1970 Hamann, Qiu, Grabe (bib23) 2015; 63 Jardine, Zhu, Foray, Dalton (bib16) 2009; 49 Shen, Wang, Cheng (bib11) 2017; 67 Yang, Jardine, Zhu, Foray, Tsuha (bib17) 2010; 60 Sheng, Sloan, Yu (bib29) 2000; 26 Jin, Yin, Shen, Hicher (bib44) 2016; 11 Qiu, Henke, Grabe (bib24) 2011; 38 Vallejo, Lobo-Guerrero (bib9) 2005 Yao, Lu, Zhou, Zou (bib32) 2004; 47 Daouadji, Hicher (bib36) 2010; 34 Hibbitt (bib39) 2001 Alba, Audibert (bib20) 1999 Bopp, Lade (bib51) 1997; 123 Poulos, Aust, Chua (bib15) 1986 Susila, Hryciw (bib22) 2003 Yao, Sun, Luo (bib33) 2004; 28 Bolton, Gui (bib56) 1993 Yu (bib13) 2013 Sheng, Eigenbrod, Wriggers (bib2) 2005; 32 Wu, Yin, Jin, Geng (bib42) 2017 Zhang, Yang, Nguyen, Jardine, Einav (bib4) 2014; 4 Yamamoto, Randolph, Einav (bib14) 2009; 135 Gaudin, Schnaid, Garnier (bib41) 2005; 5 Jin, Yin, Kotronis, Jin (bib7) 2017; 175 Yin, Hicher, Dano, Jin (bib50) 2017; 143 Zhang, Nguyen, Einav (bib3) 2013; 63 Russell, Khalili (bib54) 2004; 41 Zhang, Einav, Nguyen (bib18) 2011 Kouretzis, Sheng, Wang (bib1) 2014; 56 Yao, Wang (bib30) 2013; 140 Murff (bib21) 1987; 113 Yamamuro, Lade (bib55) 1996; 122 Shen, Xu (bib5) 2011; 48 Li, Wang (bib28) 1998; 124 Hu, Yin, Dano, Hicher (bib25) 2011; 54 Hu, Yin, Dano, Hicher (bib38) 2011; 54 Liu, Li, Yin, Dano, Hicher, Xia, Wang (bib34) 2014; 342 Yao, Hou, Zhou (bib31) 2009; 59 Coop, Sorensen, Freitas, Georgoutsos (bib35) 2004; 54 Ortiz, Simo (bib40) 1986; 23 Bolton, Gui, Garnier, Corte, Bagge, Laue, Renzi (bib57) 1999; 49 Lade, Yamamuro, Bopp (bib53) 1996; 122 Wu, Shen, Yuan (bib6) 2016; 539 Jin, Yin, Shen, Zhang (bib46) 2017; 25 Qiu (10.1016/j.finel.2018.02.003_bib24) 2011; 38 Jin (10.1016/j.finel.2018.02.003_bib46) 2017; 25 Shen (10.1016/j.finel.2018.02.003_bib5) 2011; 48 Yao (10.1016/j.finel.2018.02.003_bib32) 2004; 47 Zhang (10.1016/j.finel.2018.02.003_bib4) 2014; 4 Hu (10.1016/j.finel.2018.02.003_bib25) 2011; 54 Kouretzis (10.1016/j.finel.2018.02.003_bib1) 2014; 56 Yao (10.1016/j.finel.2018.02.003_bib31) 2009; 59 Daouadji (10.1016/j.finel.2018.02.003_bib37) 2001; 20 Sheng (10.1016/j.finel.2018.02.003_bib2) 2005; 32 Susila (10.1016/j.finel.2018.02.003_bib22) 2003 Yamamuro (10.1016/j.finel.2018.02.003_bib55) 1996; 122 Bolton (10.1016/j.finel.2018.02.003_bib56) 1993 Wu (10.1016/j.finel.2018.02.003_bib42) 2017 Li (10.1016/j.finel.2018.02.003_bib28) 1998; 124 Yao (10.1016/j.finel.2018.02.003_bib33) 2004; 28 Wu (10.1016/j.finel.2018.02.003_bib6) 2016; 539 Touati (10.1016/j.finel.2018.02.003_bib49) 1982 Gaudin (10.1016/j.finel.2018.02.003_bib41) 2005; 5 Richart (10.1016/j.finel.2018.02.003_bib27) 1970 Lade (10.1016/j.finel.2018.02.003_bib52) 2005; 45 Yin (10.1016/j.finel.2018.02.003_bib26) 2013; 8 Poulos (10.1016/j.finel.2018.02.003_bib15) 1986 Shen (10.1016/j.finel.2018.02.003_bib10) 2013; 139 Yao (10.1016/j.finel.2018.02.003_bib30) 2013; 140 Kuwajima (10.1016/j.finel.2018.02.003_bib12) 2009; 135 Vallejo (10.1016/j.finel.2018.02.003_bib9) 2005 Yu (10.1016/j.finel.2018.02.003_bib13) 2013 Lobo-Guerrero (10.1016/j.finel.2018.02.003_bib8) 2007; 9 Yin (10.1016/j.finel.2018.02.003_bib48) 2017; 12 Jin (10.1016/j.finel.2018.02.003_bib43) 2017; 12 Daouadji (10.1016/j.finel.2018.02.003_bib36) 2010; 34 Murff (10.1016/j.finel.2018.02.003_bib21) 1987; 113 Hu (10.1016/j.finel.2018.02.003_bib38) 2011; 54 Jin (10.1016/j.finel.2018.02.003_bib7) 2017; 175 Bopp (10.1016/j.finel.2018.02.003_bib51) 1997; 123 Hamann (10.1016/j.finel.2018.02.003_bib23) 2015; 63 Sheng (10.1016/j.finel.2018.02.003_bib29) 2000; 26 Yin (10.1016/j.finel.2018.02.003_bib50) 2017; 143 Jardine (10.1016/j.finel.2018.02.003_bib16) 2009; 49 Zhang (10.1016/j.finel.2018.02.003_bib19) 2014; 4 Alba (10.1016/j.finel.2018.02.003_bib20) 1999 Yin (10.1016/j.finel.2018.02.003_bib47) 2018; 42 Bolton (10.1016/j.finel.2018.02.003_bib57) 1999; 49 Zhang (10.1016/j.finel.2018.02.003_bib3) 2013; 63 Russell (10.1016/j.finel.2018.02.003_bib54) 2004; 41 Yamamoto (10.1016/j.finel.2018.02.003_bib14) 2009; 135 Shen (10.1016/j.finel.2018.02.003_bib11) 2017; 67 Ortiz (10.1016/j.finel.2018.02.003_bib40) 1986; 23 Yang (10.1016/j.finel.2018.02.003_bib17) 2010; 60 Zhang (10.1016/j.finel.2018.02.003_bib18) 2011 Liu (10.1016/j.finel.2018.02.003_bib34) 2014; 342 Coop (10.1016/j.finel.2018.02.003_bib35) 2004; 54 Hibbitt (10.1016/j.finel.2018.02.003_bib39) 2001 Jin (10.1016/j.finel.2018.02.003_bib45) 2016; 40 Jin (10.1016/j.finel.2018.02.003_bib44) 2016; 11 Lade (10.1016/j.finel.2018.02.003_bib53) 1996; 122
References_xml	– start-page: 1 year: 2017 end-page: 23 ident: bib42 article-title: A straightforward procedure of parameters determination for sand: a bridge from critical state based constitutive modelling to finite element analysis publication-title: Eur. J. Environ. Civil Eng. – volume: 54 start-page: 2188 year: 2011 end-page: 2196 ident: bib38 article-title: A constitutive model for granular materials considering grain breakage publication-title: Sci. China Technol. Sci. – volume: 32 start-page: 17 year: 2005 end-page: 26 ident: bib2 article-title: Finite element analysis of pile installation using large-slip frictional contact publication-title: Comput. Geotech. – volume: 140 start-page: 614 year: 2013 end-page: 629 ident: bib30 article-title: Transformed stress method for generalizing soil constitutive models publication-title: J. Eng. Mech. – volume: 539 start-page: 554 year: 2016 end-page: 566 ident: bib6 article-title: Characteristics of dewatering induced drawdown curve under blocking effect of retaining wall in aquifer publication-title: J. Hydrol. – volume: 11 start-page: 1131 year: 2016 end-page: 1145 ident: bib44 article-title: Investigation into MOGA for identifying parameters of a critical-state-based sand model and parameters correlation by factor analysis publication-title: Acta Geotech. – volume: 63 start-page: 279 year: 2015 end-page: 290 ident: bib23 article-title: Application of a Coupled Eulerian–Lagrangian approach on pile installation problems under partially drained conditions publication-title: Comput. Geotech. – year: 1970 ident: bib27 article-title: Vibrations of Soils and Foundations – volume: 60 start-page: 469 year: 2010 end-page: 482 ident: bib17 article-title: Sand grain crushing and interface shearing during displacement pile installation in sand publication-title: Geotechnique – volume: 135 start-page: 37 year: 2009 end-page: 45 ident: bib14 article-title: Numerical study of the effect of foundation size for a wide range of sands publication-title: J. Geotech. Geoenviron. Eng. – volume: 113 start-page: 490 year: 1987 end-page: 507 ident: bib21 article-title: Pile capacity in calcareous sands: state if the art publication-title: J. Geotech. Eng. – volume: 8 start-page: 509 year: 2013 end-page: 523 ident: bib26 article-title: A simple critical-state-based double-yield-surface model for clay behavior under complex loading publication-title: Acta Geotech. – year: 1986 ident: bib15 article-title: Bearing Capacity on Calcareous Sand – year: 2013 ident: bib13 article-title: Cavity Expansion Methods in Geomechanics – year: 2003 ident: bib22 article-title: Large Displacement FEM Modelling of the Cone Penetration Test (CPT) in Normally Consolidated Sand – volume: 54 start-page: 2188 year: 2011 end-page: 2196 ident: bib25 article-title: A constitutive model for granular materials considering grain breakage publication-title: Sci. China Technol. Sci. – volume: 34 start-page: 555 year: 2010 end-page: 580 ident: bib36 article-title: An enhanced constitutive model for crushable granular materials publication-title: Int. J. Numer. Anal. Meth. GeoMech. – volume: 42 start-page: 70 year: 2018 end-page: 94 ident: bib47 article-title: Optimization techniques for identifying soil parameters in geotechnical engineering: comparative study and enhancement publication-title: Int. J. Numer. Anal. Meth. GeoMech. – volume: 122 start-page: 109 year: 1996 end-page: 119 ident: bib55 article-title: Drained sand behavior in axisymmetric tests at high pressures publication-title: J. Geotech. Eng. – volume: 41 start-page: 1179 year: 2004 end-page: 1192 ident: bib54 article-title: A bounding surface plasticity model for sands exhibiting particle crushing publication-title: Can. Geotech. J. – volume: 4 start-page: 11 year: 2014 end-page: 16 ident: bib19 article-title: Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand publication-title: Géotech. Lett. – volume: 54 start-page: 157 year: 2004 end-page: 163 ident: bib35 article-title: Particle breakage during shearing of a carbonate sand publication-title: Geotechnique – volume: 175 start-page: 189 year: 2017 end-page: 196 ident: bib7 article-title: Numerical analysis of a suction bucket penetrating in sand with a combined Lagrangian–SPH approach publication-title: Proc. Eng. – volume: 49 start-page: 543 year: 1999 end-page: 552 ident: bib57 article-title: Centrifuge cone penetration tests in sand publication-title: Geotechnique – volume: 49 start-page: 661 year: 2009 end-page: 673 ident: bib16 article-title: Experimental arrangements for investigation of soil stresses developed around a displacement pile publication-title: Soils Found. – volume: 20 start-page: 113 year: 2001 end-page: 137 ident: bib37 article-title: Modelling grain breakage influence on mechanical behaviour of granular media publication-title: Eur. J. Mech. Solid. – volume: 63 start-page: 341 year: 2013 end-page: 354 ident: bib3 article-title: The end-bearing capacity of piles penetrating into crushable soils publication-title: Geotechnique – volume: 23 start-page: 353 year: 1986 end-page: 366 ident: bib40 article-title: An analysis of a new class of integration algorithms for elastoplastic constitutive relations publication-title: Int. J. Numer. Meth. Eng. – volume: 139 start-page: 2060 year: 2013 end-page: 2069 ident: bib10 article-title: Generalized approach for prediction of jet grout column diameter publication-title: J. Geotech. Geoenviron. Eng. – volume: 45 start-page: 1 year: 2005 end-page: 13 ident: bib52 article-title: Relative density effects on drained sand behavior at high pressures publication-title: Soils Found. – volume: 38 start-page: 30 year: 2011 end-page: 39 ident: bib24 article-title: Application of a Coupled Eulerian–Lagrangian approach on geomechanical problems involving large deformations publication-title: Comput. Geotech. – year: 1993 ident: bib56 article-title: The Study of Relative Density and Boundary Effects for Cone Penetration Tests in Centrifuge – year: 2001 ident: bib39 article-title: Sorensen, ABAQUS/Explicit: User's Manual: Hibbitt – start-page: 714 year: 2011 end-page: 720 ident: bib18 article-title: A study of grain crushing around penetrating piles using a micromechanics-based continuum model publication-title: Computational Geomechanics, COMGEO II-proceedings of the 2nd International Symposium on Computational Geomechanics – volume: 26 start-page: 185 year: 2000 end-page: 196 ident: bib29 article-title: Aspects of finite element implementation of critical state models publication-title: Comput. Mech. – volume: 47 start-page: 691 year: 2004 end-page: 709 ident: bib32 article-title: Generalized non-linear strength theory and transformed stress space publication-title: Sci. China, Ser. A: Technol. Sci. – volume: 25 start-page: 1343 year: 2017 end-page: 1366 ident: bib46 article-title: A new hybrid real-coded genetic algorithm and its application to parameters identification of soils publication-title: Inverse Probl. Sci. Eng. – volume: 124 start-page: 1215 year: 1998 end-page: 1217 ident: bib28 article-title: Linear representation of steady-state line for sand publication-title: J. Geotech. Geoenviron. Eng. – year: 1982 ident: bib49 article-title: Comportement mécanique des sols pulvérulents sous fortes contraintes – volume: 143 year: 2017 ident: bib50 article-title: Modeling mechanical behavior of very coarse granular materials publication-title: J. Eng. Mech. – volume: 56 start-page: 50 year: 2014 end-page: 60 ident: bib1 article-title: Numerical simulation of cone penetration testing using a new critical state constitutive model for sand publication-title: Comput. Geotech. – volume: 67 start-page: 621 year: 2017 end-page: 630 ident: bib11 article-title: Estimation of lateral displacement induced by jet grouting in clayey soils publication-title: Geotechnique – volume: 342 start-page: 85 year: 2014 end-page: 95 ident: bib34 article-title: Influence of grading on the undrained behavior of granular materials publication-title: CR Mec – volume: 40 start-page: 1219 year: 2016 end-page: 1240 ident: bib45 article-title: Selection of sand models and identification of parameters using an enhanced genetic algorithm publication-title: Int. J. Numer. Anal. Meth. GeoMech. – volume: 59 start-page: 451 year: 2009 end-page: 469 ident: bib31 article-title: UH model: three-dimensional unified hardening model for overconsolidated clays publication-title: Geotechnique – volume: 122 start-page: 309 year: 1996 end-page: 316 ident: bib53 article-title: Significance of particle crushing in granular materials publication-title: J. Geotech. Eng. – volume: 123 start-page: 671 year: 1997 end-page: 677 ident: bib51 article-title: Effects of initial density on soil instability at high pressures publication-title: J. Geotech. Geoenviron. Eng. – volume: 135 start-page: 901 year: 2009 end-page: 913 ident: bib12 article-title: Pile bearing capacity factors and soil crushabiity publication-title: J. Geotech. Geoenviron. Eng. – volume: 4 start-page: 11 year: 2014 end-page: 16 ident: bib4 article-title: Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand publication-title: Géotech. Lett. – volume: 48 start-page: 1378 year: 2011 end-page: 1392 ident: bib5 article-title: Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai publication-title: Can. Geotech. J. – start-page: 617 year: 2005 end-page: 623 ident: bib9 article-title: DEM analysis of crushing around driven piles in granular materials publication-title: Geotechnique – volume: 5 start-page: 42 year: 2005 end-page: 56 ident: bib41 article-title: Sand characterization by combined centrifuge and laboratory tests publication-title: Int. J. Phys. Model. Geotech. – volume: 28 start-page: 323 year: 2004 end-page: 337 ident: bib33 article-title: A critical state model for sands dependent on stress and density publication-title: Int. J. Numer. Anal. Meth. GeoMech. – volume: 9 start-page: 241 year: 2007 end-page: 250 ident: bib8 article-title: Influence of pile shape and pile interaction on the crushable behavior of granular materials around driven piles: DEM analyses publication-title: Granul. Matter – volume: 12 start-page: 849 year: 2017 end-page: 867 ident: bib48 article-title: An efficient optimization method for identifying parameters of soft structured clay by an enhanced genetic algorithm and elastic–viscoplastic model publication-title: Acta Geotech. – volume: 12 start-page: 1329 year: 2017 end-page: 1351 ident: bib43 article-title: Estimation of critical state-related formula in advanced constitutive modeling of granular material publication-title: Acta Geotech. – start-page: 29 year: 1999 end-page: 44 ident: bib20 article-title: Pile design in calcareous and carbonaceous granular materials, and historic review publication-title: Proceedings of the 2nd International Conference on Engineering for Calcareous Sediments Rotterdam: AA Balkema – volume: 49 start-page: 543 year: 1999 ident: 10.1016/j.finel.2018.02.003_bib57 article-title: Centrifuge cone penetration tests in sand publication-title: Geotechnique doi: 10.1680/geot.1999.49.4.543 – start-page: 1 year: 2017 ident: 10.1016/j.finel.2018.02.003_bib42 article-title: A straightforward procedure of parameters determination for sand: a bridge from critical state based constitutive modelling to finite element analysis publication-title: Eur. J. Environ. Civil Eng. doi: 10.1080/19648189.2017.1357872 – volume: 38 start-page: 30 year: 2011 ident: 10.1016/j.finel.2018.02.003_bib24 article-title: Application of a Coupled Eulerian–Lagrangian approach on geomechanical problems involving large deformations publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2010.09.002 – volume: 32 start-page: 17 year: 2005 ident: 10.1016/j.finel.2018.02.003_bib2 article-title: Finite element analysis of pile installation using large-slip frictional contact publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2004.10.004 – year: 1993 ident: 10.1016/j.finel.2018.02.003_bib56 – year: 2013 ident: 10.1016/j.finel.2018.02.003_bib13 – volume: 54 start-page: 2188 year: 2011 ident: 10.1016/j.finel.2018.02.003_bib38 article-title: A constitutive model for granular materials considering grain breakage publication-title: Sci. China Technol. Sci. doi: 10.1007/s11431-011-4491-0 – volume: 11 start-page: 1131 year: 2016 ident: 10.1016/j.finel.2018.02.003_bib44 article-title: Investigation into MOGA for identifying parameters of a critical-state-based sand model and parameters correlation by factor analysis publication-title: Acta Geotech. doi: 10.1007/s11440-015-0425-5 – year: 1970 ident: 10.1016/j.finel.2018.02.003_bib27 – volume: 25 start-page: 1343 year: 2017 ident: 10.1016/j.finel.2018.02.003_bib46 article-title: A new hybrid real-coded genetic algorithm and its application to parameters identification of soils publication-title: Inverse Probl. Sci. Eng. doi: 10.1080/17415977.2016.1259315 – start-page: 617 year: 2005 ident: 10.1016/j.finel.2018.02.003_bib9 article-title: DEM analysis of crushing around driven piles in granular materials publication-title: Geotechnique – volume: 59 start-page: 451 year: 2009 ident: 10.1016/j.finel.2018.02.003_bib31 article-title: UH model: three-dimensional unified hardening model for overconsolidated clays publication-title: Geotechnique doi: 10.1680/geot.2007.00029 – volume: 4 start-page: 11 year: 2014 ident: 10.1016/j.finel.2018.02.003_bib19 article-title: Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand publication-title: Géotech. Lett. doi: 10.1680/geolett.13.00075 – volume: 12 start-page: 1329 year: 2017 ident: 10.1016/j.finel.2018.02.003_bib43 article-title: Estimation of critical state-related formula in advanced constitutive modeling of granular material publication-title: Acta Geotech. doi: 10.1007/s11440-017-0586-5 – volume: 54 start-page: 2188 year: 2011 ident: 10.1016/j.finel.2018.02.003_bib25 article-title: A constitutive model for granular materials considering grain breakage publication-title: Sci. China Technol. Sci. doi: 10.1007/s11431-011-4491-0 – volume: 113 start-page: 490 year: 1987 ident: 10.1016/j.finel.2018.02.003_bib21 article-title: Pile capacity in calcareous sands: state if the art publication-title: J. Geotech. Eng. doi: 10.1061/(ASCE)0733-9410(1987)113:5(490) – volume: 40 start-page: 1219 year: 2016 ident: 10.1016/j.finel.2018.02.003_bib45 article-title: Selection of sand models and identification of parameters using an enhanced genetic algorithm publication-title: Int. J. Numer. Anal. Meth. GeoMech. doi: 10.1002/nag.2487 – volume: 47 start-page: 691 year: 2004 ident: 10.1016/j.finel.2018.02.003_bib32 article-title: Generalized non-linear strength theory and transformed stress space publication-title: Sci. China, Ser. A: Technol. Sci. doi: 10.1360/04ye0199 – volume: 122 start-page: 109 year: 1996 ident: 10.1016/j.finel.2018.02.003_bib55 article-title: Drained sand behavior in axisymmetric tests at high pressures publication-title: J. Geotech. Eng. doi: 10.1061/(ASCE)0733-9410(1996)122:2(109) – volume: 34 start-page: 555 year: 2010 ident: 10.1016/j.finel.2018.02.003_bib36 article-title: An enhanced constitutive model for crushable granular materials publication-title: Int. J. Numer. Anal. Meth. GeoMech. doi: 10.1002/nag.815 – volume: 20 start-page: 113 year: 2001 ident: 10.1016/j.finel.2018.02.003_bib37 article-title: Modelling grain breakage influence on mechanical behaviour of granular media publication-title: Eur. J. Mech. Solid. doi: 10.1016/S0997-7538(00)01130-X – volume: 135 start-page: 901 year: 2009 ident: 10.1016/j.finel.2018.02.003_bib12 article-title: Pile bearing capacity factors and soil crushabiity publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000057 – volume: 49 start-page: 661 year: 2009 ident: 10.1016/j.finel.2018.02.003_bib16 article-title: Experimental arrangements for investigation of soil stresses developed around a displacement pile publication-title: Soils Found. doi: 10.3208/sandf.49.661 – volume: 56 start-page: 50 year: 2014 ident: 10.1016/j.finel.2018.02.003_bib1 article-title: Numerical simulation of cone penetration testing using a new critical state constitutive model for sand publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2013.11.002 – volume: 539 start-page: 554 year: 2016 ident: 10.1016/j.finel.2018.02.003_bib6 article-title: Characteristics of dewatering induced drawdown curve under blocking effect of retaining wall in aquifer publication-title: J. Hydrol. doi: 10.1016/j.jhydrol.2016.05.065 – year: 2001 ident: 10.1016/j.finel.2018.02.003_bib39 – volume: 135 start-page: 37 year: 2009 ident: 10.1016/j.finel.2018.02.003_bib14 article-title: Numerical study of the effect of foundation size for a wide range of sands publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2009)135:1(37) – volume: 140 start-page: 614 year: 2013 ident: 10.1016/j.finel.2018.02.003_bib30 article-title: Transformed stress method for generalizing soil constitutive models publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0000685 – start-page: 714 year: 2011 ident: 10.1016/j.finel.2018.02.003_bib18 article-title: A study of grain crushing around penetrating piles using a micromechanics-based continuum model – volume: 41 start-page: 1179 year: 2004 ident: 10.1016/j.finel.2018.02.003_bib54 article-title: A bounding surface plasticity model for sands exhibiting particle crushing publication-title: Can. Geotech. J. doi: 10.1139/t04-065 – volume: 63 start-page: 279 year: 2015 ident: 10.1016/j.finel.2018.02.003_bib23 article-title: Application of a Coupled Eulerian–Lagrangian approach on pile installation problems under partially drained conditions publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2014.10.006 – volume: 139 start-page: 2060 year: 2013 ident: 10.1016/j.finel.2018.02.003_bib10 article-title: Generalized approach for prediction of jet grout column diameter publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000932 – volume: 124 start-page: 1215 year: 1998 ident: 10.1016/j.finel.2018.02.003_bib28 article-title: Linear representation of steady-state line for sand publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(1998)124:12(1215) – year: 2003 ident: 10.1016/j.finel.2018.02.003_bib22 – volume: 60 start-page: 469 year: 2010 ident: 10.1016/j.finel.2018.02.003_bib17 article-title: Sand grain crushing and interface shearing during displacement pile installation in sand publication-title: Geotechnique doi: 10.1680/geot.2010.60.6.469 – volume: 63 start-page: 341 year: 2013 ident: 10.1016/j.finel.2018.02.003_bib3 article-title: The end-bearing capacity of piles penetrating into crushable soils publication-title: Geotechnique doi: 10.1680/geot.11.P.117 – volume: 342 start-page: 85 year: 2014 ident: 10.1016/j.finel.2018.02.003_bib34 article-title: Influence of grading on the undrained behavior of granular materials publication-title: CR Mec doi: 10.1016/j.crme.2013.11.001 – volume: 28 start-page: 323 year: 2004 ident: 10.1016/j.finel.2018.02.003_bib33 article-title: A critical state model for sands dependent on stress and density publication-title: Int. J. Numer. Anal. Meth. GeoMech. doi: 10.1002/nag.340 – volume: 12 start-page: 849 year: 2017 ident: 10.1016/j.finel.2018.02.003_bib48 article-title: An efficient optimization method for identifying parameters of soft structured clay by an enhanced genetic algorithm and elastic–viscoplastic model publication-title: Acta Geotech. doi: 10.1007/s11440-016-0486-0 – volume: 175 start-page: 189 year: 2017 ident: 10.1016/j.finel.2018.02.003_bib7 article-title: Numerical analysis of a suction bucket penetrating in sand with a combined Lagrangian–SPH approach publication-title: Proc. Eng. doi: 10.1016/j.proeng.2017.01.006 – volume: 54 start-page: 157 year: 2004 ident: 10.1016/j.finel.2018.02.003_bib35 article-title: Particle breakage during shearing of a carbonate sand publication-title: Geotechnique doi: 10.1680/geot.2004.54.3.157 – year: 1986 ident: 10.1016/j.finel.2018.02.003_bib15 – volume: 8 start-page: 509 year: 2013 ident: 10.1016/j.finel.2018.02.003_bib26 article-title: A simple critical-state-based double-yield-surface model for clay behavior under complex loading publication-title: Acta Geotech. doi: 10.1007/s11440-013-0206-y – volume: 42 start-page: 70 year: 2018 ident: 10.1016/j.finel.2018.02.003_bib47 article-title: Optimization techniques for identifying soil parameters in geotechnical engineering: comparative study and enhancement publication-title: Int. J. Numer. Anal. Meth. GeoMech. doi: 10.1002/nag.2714 – volume: 5 start-page: 42 year: 2005 ident: 10.1016/j.finel.2018.02.003_bib41 article-title: Sand characterization by combined centrifuge and laboratory tests publication-title: Int. J. Phys. Model. Geotech. doi: 10.1680/ijpmg.2005.050104 – volume: 23 start-page: 353 year: 1986 ident: 10.1016/j.finel.2018.02.003_bib40 article-title: An analysis of a new class of integration algorithms for elastoplastic constitutive relations publication-title: Int. J. Numer. Meth. Eng. doi: 10.1002/nme.1620230303 – volume: 123 start-page: 671 year: 1997 ident: 10.1016/j.finel.2018.02.003_bib51 article-title: Effects of initial density on soil instability at high pressures publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(1997)123:7(671) – volume: 45 start-page: 1 year: 2005 ident: 10.1016/j.finel.2018.02.003_bib52 article-title: Relative density effects on drained sand behavior at high pressures publication-title: Soils Found. – start-page: 29 year: 1999 ident: 10.1016/j.finel.2018.02.003_bib20 article-title: Pile design in calcareous and carbonaceous granular materials, and historic review – volume: 4 start-page: 11 year: 2014 ident: 10.1016/j.finel.2018.02.003_bib4 article-title: Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand publication-title: Géotech. Lett. doi: 10.1680/geolett.13.00075 – volume: 26 start-page: 185 year: 2000 ident: 10.1016/j.finel.2018.02.003_bib29 article-title: Aspects of finite element implementation of critical state models publication-title: Comput. Mech. doi: 10.1007/s004660000166 – volume: 143 year: 2017 ident: 10.1016/j.finel.2018.02.003_bib50 article-title: Modeling mechanical behavior of very coarse granular materials publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0001059 – volume: 48 start-page: 1378 year: 2011 ident: 10.1016/j.finel.2018.02.003_bib5 article-title: Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai publication-title: Can. Geotech. J. doi: 10.1139/t11-049 – volume: 9 start-page: 241 year: 2007 ident: 10.1016/j.finel.2018.02.003_bib8 article-title: Influence of pile shape and pile interaction on the crushable behavior of granular materials around driven piles: DEM analyses publication-title: Granul. Matter doi: 10.1007/s10035-007-0037-3 – volume: 67 start-page: 621 year: 2017 ident: 10.1016/j.finel.2018.02.003_bib11 article-title: Estimation of lateral displacement induced by jet grouting in clayey soils publication-title: Geotechnique doi: 10.1680/jgeot.16.P.159 – year: 1982 ident: 10.1016/j.finel.2018.02.003_bib49 – volume: 122 start-page: 309 year: 1996 ident: 10.1016/j.finel.2018.02.003_bib53 article-title: Significance of particle crushing in granular materials publication-title: J. Geotech. Eng. doi: 10.1061/(ASCE)0733-9410(1996)122:4(309)
SSID	ssj0005264
Score	2.496029
Snippet	Current numerical platforms rarely consider the effect of grain breakage in the design of sandy soil foundations. This paper presents an enhanced platform for...
SourceID	hal proquest crossref elsevier
SourceType	Open Access Repository Aggregation Database Enrichment Source Index Database Publisher
StartPage	15
SubjectTerms	Breakage Civil Engineering Computer simulation Confining Constitutive equations Constitutive relationships Critical state theory Cutting plane algorithm Deformation effects Deformation mechanisms Dilatancy Engineering Sciences Finite element Finite element analysis Finite element method Grain breakage Géotechnique Mathematical models Model testing Multi-surface plasticity Numerical analysis Penetration Pile foundations Pile installation Sand Sand & gravel Sandy soils Silica Silicon dioxide Stress-strain curves Stresses Triaxial compression tests
Title	Numerical modeling of pile penetration in silica sands considering the effect of grain breakage
URI	https://dx.doi.org/10.1016/j.finel.2018.02.003 https://www.proquest.com/docview/2068487129 https://hal.science/hal-01727495
Volume	144
WOSCitedRecordID	wos000431206900002&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
hasFullText	1
inHoldings	1
isFullTextHit
isPrint
journalDatabaseRights	– providerCode: PRVESC databaseName: Elsevier SD Freedom Collection Journals 2021 customDbUrl: eissn: 1872-6925 dateEnd: 99991231 omitProxy: false ssIdentifier: ssj0005264 issn: 0168-874X databaseCode: AIEXJ dateStart: 19950101 isFulltext: true titleUrlDefault: https://www.sciencedirect.com providerName: Elsevier
link	http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV1bb9MwFLZKxwM8cBlMFAayEG_FUy6O7TxWaNWYpgqJITpeIjdxtpQqrdaL9lP4uZwTx2lGxQRIvESVVSdWzpfj4-PvfCbkXZhmOlQyZ5nmmnEdG6ZhmmNCeGE4idIo0JVk_pkcjdR4HH_qdH64WpjNTJalurmJF__V1NAGxsbS2b8wd3NTaIDfYHS4gtnh-keGH63tJszMnnLjWM3w9fcX4NhqmVzMcywLzNj1l1jti_Tz6uROVz5liR7Y9RJPkejD0ll_17eZQ8MCI9a-sRT0ilmrncgJJuSzW_SQUytXcFGUbLhuvI1t_HZlSnbRtH5dV42GjQG9l9ts-nyts2lhC3OKdsLCV1t6oM2i7VTS2MSmUOCZLVvzyFhnrGTARGwLoxtvzXnL39pS0HrmtqmTnTnBpiemRzmE7bjZ5Cur0hpup8CGmPgZx4HD8MHzRSGKE-wFMopVl-wNPh6PT1v0IVHrxttxO0Wriju486jfRT33rpB--0sUUIU250_Io3pNQgcWS09Jx5T75HG9PqG191_uk4ct8cpnJGmARh3Q6DynCDTaAhotSmqBRiug0RbQKACNWqBh1wpo1AHtOfkyPD7_cMLq4zpYyn1vxUygo9xXuRReDnGPiYRWJkv9icp9nQYTL-NCmzj3M65znGOlBx0mIsbd6Dg14QHplvPSvCBUqyySPNOSQ4QZTNI4hzg6Uzw0wgvSOOqRwL3OJK217PFIlVniSIvTpLJBgjZIvAAlcHvkfdNpYaVc7v67cHZK6mjURpkJAOvujm_Bqs0jUL_9ZHCWYBsmXCSPo43fI4fO6EntPJZwE6G4khCCv_zXh78iD7bf3CHprq7X5jW5n25WxfL6TQ3in4_Lxo4
linkProvider	Elsevier
openUrl	ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Numerical+modeling+of+pile+penetration+in+silica+sands+considering+the+effect+of+grain+breakage&rft.jtitle=Finite+elements+in+analysis+and+design&rft.au=Jin%2C+Yin-Fu&rft.au=Yin%2C+Zhen-Yu&rft.au=Wu%2C+Ze-Xiang&rft.au=Daouadji%2C+Ali&rft.date=2018-05-01&rft.pub=Elsevier+B.V&rft.issn=0168-874X&rft.eissn=1872-6925&rft.volume=144&rft.spage=15&rft.epage=29&rft_id=info:doi/10.1016%2Fj.finel.2018.02.003&rft.externalDocID=S0168874X17305371
thumbnail_l	http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0168-874X&client=summon
thumbnail_m	http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0168-874X&client=summon
thumbnail_s	http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0168-874X&client=summon