考虑各向异性及循环效应的SIMSAND模型及应用

doi:10.13722/j.cnki.jrme.2020.0849

Abstract
Figure/Table
References (0)
Related Citation (15)

Download: PDF (1916 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract To study of the dynamic responses of sand under cyclic loading in the geotechnical engineering，including liquefaction，deformation accumulation and stiffness degradation，a constitutive model for simulating the effect of cyclic loading is first developed by introducing a shear strain reversal technology into the simple critical state sand model(SIMSAND). Then，the degradation of the strength during the simple shearing process is realized by incorporating the structural anisotropy of the granular material. Furthermore，the proposed cyclic model is verified by the triaxial cycle test and the simple shear cycle test on Fontainebleau sand. The enhanced model is implemented into finite element code ABAQUS for explicit dynamics analysis. Using the cyclic model pile test carried out by the French National Road and Bridge Laboratory(ENPC)，finite element simulations are performed to study the dynamic response of piles under long-term cyclic loading. The results show that the enhanced cyclic SIMSAND model can reasonably predict the behavior of cyclic densification and strength degradation of the sand under pile-soil interaction.

Key words： piled foundation constitutive model anisotropy cyclic loading sand

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	WU Zexiang1
	CHEN Jiaying2
	YIN Zhenyu3

Cite this article:

WU Zexiang1,CHEN Jiaying2,YIN Zhenyu3. A SIMSAND model considering anisotropy and dynamic effects and its application[J]. , 2021, 40(10): 2113-2123.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2020.0849 OR https://rockmech.whrsm.ac.cn/EN/Y2021/V40/I10/2113

[1] 刘升传，王连俊. 胶新铁路砂土液化区路基沉降规律研究[J]. 工程地质学报，2006，14(4)：454–461.(LIU Shenchuan，WANG Lianjun. Subgrade settlement behavior in sand liquefaction area along Jiaoxin railway[J]. Journal of Engineering Geology，2006，14(4)：454–461. (in Chinese))
[2] 刘雪珠，陈国兴. 轨道交通荷载下路基土的动力学行为研究进展[J]. 防灾减灾工程学报，2008，28(2)：248–255.(LIU Xuezhu，CHEN Guoxing. Advance in research on mechanical behavior of subgrade soils under repeated-load of high-speed track vehicles[J]. Journal of Disaster Prevention and Mitigation Engineering，2008，28(2)：248–255.(in Chinese))
[3] 边学成，蒋红光，申文明，等. 基于模型试验的高铁路基动力累积变形研究[J]. 土木工程学报，2011，44(6)：120–127.(BIAN Xuecheng，JIANG Hongguang，SHEN Wenming，et al. Study of accumulative deformation of high-speed railways based on physical model testing[J]. China Civil Engineering Journal，2011，44(6)：120–127. (in Chinese))
[4] 袁晓铭，张建毅，蔡晓光，等. 汶川8.0级地震液化特征初步研究[J]. 岩石力学与工程学报，2009，28(6)：1 288–1 296.(YUAN Xiaoming，ZHANG Jianyi，CAI Xiaoguang，et al. Preliminary research on liquefaction characteristics of WENCHUAN 8.0 earthquake[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(6)：1 288–1 296.(in Chinese))
[5] SUSILA E，HRYCIW R D. Large displacement FEM modelling of the cone penetration test(CPT) in normally consolidated sand[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2003，27：585–602.
[6] KOURETZIS G P，SHENG D，WANG D. Numerical simulation of cone penetration testing using a new critical state constitutive model for sand[J]. Computers and Geotechnics，2014，56：50–60.
[7] HAMANN T，QIU G，GRABE J. Application of a Coupled Eulerian- Lagrangian approach on pile installation problems under partially drained conditions[J]. Computers and Geotechnics，2015，63： 279–290.
[8] QIU G，HENKE S，GRABE J. Application of a Coupled Eulerian- Lagrangian approach on geomechanical problems involving large deformations[J]. Computers and Geotechnics，2011，38(1)：30–39.
[9] 吴则祥，金银富，季慧，等. 易破碎砂土地基中“平底桩”贯入数值模拟分析[J]. 岩土力学，2017，38(增2)：330–336.(WU Zexiang，JIN Yinfu，JI Hui，et al. Numerical simulation analysis of flat bottom pile drived into foundation of easily crushable sand[J]. Rock and Soil Mechanics，2017，38(Supp.2)：330–336.(in Chinese))
[10] WU Z X，YIN Z Y，JIN Y F，et al. A straightforward procedure of parameters determination for sand：a bridge from critical state based constitutive modelling to finite element analysis[J]. European Journal of Environmental and Civil Engineering，2019，23：1 444–1 466.
[11] YIN Z Y，JIN Z，KOTRONIS P，et al. Novel SPH SIMSAND- Based Approach for Modeling of Granular Collapse[J]. International Journal of Geomechanics，2018，18(11)：1–11.
[12] ANDRIA-NTOANINA I，CANOU J，DUPLA J. Caractérisation mécanique du sable de Fontainebleau NE34 à l’appareil triaxial sous cisaillement monotone[J]. Laboratoire Navier-Géotechnique，CERMES，ENPC/LCPC，2010，(1)：1–21.
[13] GAUDIN C，SCHNAID F，GARNIER J. Sand characterization by combined centrifuge and laboratory tests[J]. International Journal of Physical Modelling in Geotechnics，2005，5(1)：42–56.
[14] JIN Y F，YIN Z Y，SHEN S L，et al. A new hybrid real-coded genetic algorithm and its application to parameters identification of soils[J]. Inverse Problems in Science and Engineering，2016，25(9)：1 343–1 366.
[15] YIN Z Y，XU Q，HICHER P Y. A simple critical-state-based double-yield-surface model for clay behavior under complex loading[J]. Acta Geotechnica，2013，8(5)：509–523.
[16] BALENDRAN B，NEMAT-NASSER S. Double sliding model for cyclic deformation of granular materials，including dilatancy effects[J]. Journal of the Mechanics and Physics of Solids，1993，41(3)：573–612.
[17] GAJO A，WOOD M. Severn-Trent sand：a kinematic-hardening constitutive model：the q-p formulation[J]. Géotechnique，1999，49(5)：595–614.
[18] TAIEBAT M，DAFALIAS Y F. SANISAND： simple anisotropic sand plasticity model[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2008，32(8)：915–948.
[19] YAMAKAWA Y，HASHIGUCHI K，IKEDA K. Implicit stress-update algorithm for isotropic Cam-clay model based on the subloading surface concept at finite strains[J]. International Journal of Plasticity，2010，26(5)：634–658.
[20] PHONG M. Phénomènes cycliques dans les sols pulvérulents[J]. Revue Française de Geotechnique，1980，(10)：39–53.
[21] JIANG G，TATSUOKA F，FLORA A，et al. Inherent and stress-state-induced anisotropy in very small strain stiffness of a sandy gravel[J]. Géotechnique，1997，47(3)：509–521.
[22] YAO Y P，KONG Y X. Extended UH model：Three-dimensional unified hardening model for anisotropic clays[J]. Journal of Engineering Mechanics，2011，138(7)：853–866.
[23] GAO Z，ZHAO J. A non-coaxial critical-state model for sand accounting for fabric anisotropy and fabric evolution[J]. International Journal of Solids and Structures，2017，106：200–212.
[24] ODA M，NAKAYAMA H. Yield function for soil with anisotropic fabric[J]. Journal of Engineering Mechanics，1989，115(1)：89–104.
[25] WANG C C. A new representation theorem for isotropic functions： An answer to Professor GF Smith¢s criticism of my papers on representations for isotropic functions[J]. Archive for Rational Mechanics and Analysis，1970，36(3)：166–197.
[26] GAO Z，ZHAO J. Efficient approach to characterize strength anisotropy in soils[J]. Journal of engineering mechanics，2012，138(12)：1 447–1 456.
[27] PIETRUSZCZAK S，MROZ Z. Formulation of anisotropic failure criteria incorporating a microstructure tensor[J]. Computers and Geotechnics，2000，26(2)：105–112.
[28] PIETRUSZCZAK S，MROZ Z. On failure criteria for anisotropic cohesive‐frictional materials[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2001，25(5)：509–524.
[29] VAID Y，SIVATHAYALAN S. Static and cyclic liquefaction potential of Fraser Delta sand in simple shear and triaxial tests[J]. Canadian Geotechnical Journal，1996，33(2)：281–289.
[30] YANG Y，YU H. A non-coaxial critical state soil model and its application to simple shear simulations[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2006，30(13)：1 369–1 390.
[31] 费康，张建伟. ABAQUS在岩土工程中的应用[M]. 北京：中国水利水电出版社，2009：255–261.(FEI Kang，ZHANG Jianwei. Application of geotechnical engineering in ABAQUS[J]. China Water Power Press，2009：255–261.(in Chinese))
[32] BEKKI H，TALI B，CANOU J，et al. Behavior of Soil-structure interfaces under cyclic loading for large numbers of cycles：Application to piles[J]. Journal of Applied Engineering Science and Technology，2014，1(1)：11–16.
[33] BEKKI H，TALI B，CANOU J，et al. Influence of the cyclic loading of very large number of cycles on the pile capacity[J]. Journal of Applied Engineering Science and Technology，2016，2(2)：51–55.