Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 37 Issue 11
Turn off MathJax
Article Contents
Abstract
References
Related Articles
WANG Rui, ZHANG Jian-min. Three-dimensional elastic-plastic analysis method for piles in liquefiable ground[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 1979-1985. DOI: 10.11779/CJGE201511006
Citation: WANG Rui, ZHANG Jian-min. Three-dimensional elastic-plastic analysis method for piles in liquefiable ground[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 1979-1985. DOI: 10.11779/CJGE201511006
shu

Three-dimensional elastic-plastic analysis method for piles in liquefiable ground

  • 1. Institute of Geotechincal Engineering, Tsinghua University, Beijing 100084, China;
    2. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China

More Information
  • Received Date: September 07, 2014
  • Published Date: November 19, 2015
    Graphical Abstract
    • Abstract
  • Based on the physics of large post-liquefaction deformation of sand, a three-dimensional unified plastic model for the large post-liquefaction deformation of sand is developed. The constitutive model is able to achieve unified description of the behaviour of sand at different states under monotonic and cyclic loadings during both pre- and post-liquefaction regimes. Using the model, a three-dimensional dynamic finite element analysis method for piles in liquefiable ground is established. In the finite element analysis, the soil is modelled through u-p form coupled brick elementss and the pile through brick elements. Centrifuge shaking table tests on a single pile in level liquefiable and lateral spreading grounds are simulated using the proposed finite element analysis method. The results exhibits the effectiveness of the proposed constitutive model and simulation methods in reproducing the dynamic response of both the ground and piles.
    • FullText(HTML)
    • References (20)
  • [1]
    HAMADA M. Large ground deformations and their effects on lifelines: 1964 Niigata earthquake. case studies of liquefaction and lifelines performance during past earthquake[R]. National Centre for Earthquake Engineering Research, 1992.
    [2]
    TOKIMATSU K. Behaviour and design of pile foundations subjected to earthquakes[C]// Proceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering. Singapore, 2003: 1065-1096.
    [3]
    ROLLINS K M, GERBER T M, LANE J D, et al. Lateral resistance of a full-scale pile group in liquefied sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(1): 115-125.
    [4]
    BOULANGER R W, ZIOTOPOULOU K. Formulation of a sand plasticity plane-strain model for earthquake engineering applications[J]. Soil Dynamics and Earthquake Engineering, 2013, 53: 254-267.
    [5]
    王 睿, 张建民, 张 嘎. 液化地基侧向流动引起的桩基础破坏分析[J]. 岩土力学, 2011, 32(增刊1): 501-506. (WANG Rui, ZHANG Jian-min, ZHANG Ga. Analysis on the failure of piles due to lateral spreading[J]. Rock and Soil Mechanics, 2011, 32(S1): 501-506. (in Chinese))
    [6]
    FINN W D L, FUJITA N. Piles in liquefiable soils: seismic analysis and design issues[J]. Soil Dynamics and Earthquake Engineering, 2002, 22(9/10/11/12): 731-742.
    [7]
    CHENG Z, JEREMIC B. Numerical modeling and simulation of pile in liquefiable soil[J]. Soil Dynamics and Earthquake Engineering, 2009, 29(11): 1405-1416.
    [8]
    张建民, 王 刚. 砂土液化后大变形的机理[J]. 岩土工程学报, 2006, 28(7): 835-840. (ZHANG Jian-min, WANG Gang. Mechanism of large post-liquefaction deformation in saturated sand[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 1405-1416. (in Chinese))
    [9]
    WANG R, ZHANG J M, WANG G. A unified plasticity model for large post-liquefaction shear deformation of sand[J]. Computers and Geotechnics, 2014, 59: 54-66.
    [10]
    张建民. 砂土的可逆性和不可逆性剪胀规律[J]. 岩土工程学报, 2000, 22(1): 12-17. (ZHANG Jian-min. Reversible and irreversible dilatancy of sand[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 12-17. (in Chinese))
    [11]
    BEEN K, JEFFERIES M G. A state parameter for sands[J]. Géotechnique, 1985, 35(2): 99-112.
    [12]
    LI X S, WANG Y. Linear representation of steady-state linefor sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(12): 1215-1217.
    [13]
    ROWE P W. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact[C]// Proceedings of the Royal Society of London, Series a, Mathematical and Physical Sciences. London, 1962: 500-527.
    [14]
    ZHANG J M. Cyclic critical stress state theory of sand with its application to geotechnical problems[D]. Tokyo: Tokyo Institute of Technology, 1997.
    [15]
    WANG Z L, DAFALIAS Y F, SHEN C K. Bounding surface hypoplasticity model for sand[J]. Journal of Engineering Mechanics, 1990, 116(5): 983-1001.
    [16]
    MCKENNA F, FENVES G L. OpenSees manual[EB/OL]. PEER Center, 2001. http: //OpenSees.berkeley.edu.
    [17]
    ZIENKIEWICZ O C, CHAN A H C, PASTOR M, et al. Computational geomechanics with special reference to earthquake engineering[M]. Chichester: John Wiley & Sons, 1999.
    [18]
    SANCHEZ M, ROESSET J M. Evaluation of models for laterally loaded piles[J]. Computers and Geotechnics, 2013(48): 316-320.
    [19]
    张建民, 于玉贞, 濮家骝, 等. 电液伺服控制离心机振动台系统研制[J]. 岩土工程学报, 2004, 26(6): 843-845. (ZHANG Jian-min, YU Yu-zhen, PU Jia-liu, et al. Development of a shaking table in electro-hydraulic servo-control centrifuge[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 843-845. (in Chinese))
    [20]
    YANG J, SZE H Y. Cyclic strength of sand under sustained shear stress[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2011, 137: 1275-1285.
    • Related Articles

  • Related Articles

    [1]ZHOU Yanguo, MA Qiang, LIU Kai, CAO Yuan, CHEN Yunmin. Centrifugal shaking table tests on soil liquefaction and progress of LEAP projects[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(1): 54-62. DOI: 10.11779/CJGE20221213
    [2]XIE Yi-fan, XIE Zhen-ze, WU Ji-chun, ZHANG Wei, XIE Chun-hong, LU Chun-hui. Multiscale finite element method–triple grid model for simulation of groundwater flows[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2081-2088. DOI: 10.11779/CJGE202211014
    [3]MU Dong-lin, TIAN Ying-hui, WANG Le, XIAO Zhong. Finite element numerical simulation of single pile under horizontal cyclic loading considering softening effect of soft soil[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(4): 740-748. DOI: 10.11779/CJGE202204017
    [4]JING Li-ping, WANG Gang, LI Jia-rui, SUN Yun-lun, ZHOU Zhong-yi, QI Wen-hao. Shaking table tests and numerical simulations of dynamic interaction of soil-pile-nuclear island system[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 163-172. DOI: 10.11779/CJGE202201016
    [5]XIE Yi-fan, WU Ji-chun, WANG Yi, YE Yu, XIE Chun-hong, LU Chun-hui. Multiscale finite element-finite element model for simulating nodal Darcy velocity[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 107-114. DOI: 10.11779/CJGE202201010
    [6]HUANG Ying, CHEN Guo-xing, QI Cheng-zhi, DU Xiu-li. Comparative analysis between shaking table model test and numerical simulation of frame subway station structure in liquefiable ground[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 471-478.
    [7]TANG Liang, LING Xian-zhang, SU Lei, LIU Chun-hui, ZHANG Xiao-yu, LI Qing-hua. Numerical simulation of dynamic response for pile groups of bridges in liquefiable soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 401-407.
    [8]RUAN Bin, CHEN Guo-xing, WANG Zhi-hua. Numerical simulation of cracks of homogeneous earth dams using an extended finite element method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 49-54.
    [9]ZHENG Gang, YAN Zhixiong, LEI Huayang, LEI Yang. Field observation and finite element numerical simulation analysis of effect on adjacent piles due to excavation[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 638-643.
    [10]LI Jinsuo, PENG Hua, MA Xiumin, SHI Zhenrong, LI Jianwen, YANG Shaoxi. Three-dimensional finite element numerical simulation of geo-stress in Da-Li Railway tunnel of Yunnan[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(6): 800-803.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (342) PDF downloads (309) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return