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 23 Issue 4
Turn off MathJax
Article Contents
Abstract
References
Related Articles
CHEN Xiaoping, BAI Shiwei. The numerical analysis of visco-elastic-plastic Biot′s consolidation for soft clay foundation[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 481-484.
Citation: CHEN Xiaoping, BAI Shiwei. The numerical analysis of visco-elastic-plastic Biot′s consolidation for soft clay foundation[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 481-484.
shu

The numerical analysis of visco-elastic-plastic Biot′s consolidation for soft clay foundation

  • 1.The Department of Civil Engineering Jinan University Guangzhou 510632 China 2.Institute of Rock and Soil Mechanics the Chinese Academy of Sciences Wuhan 430072 China

More Information
  • Published Date: July 26, 2001
    Graphical Abstract
    • Abstract
  • The one of important mechanical properties of soft clay is the time dependent behaviors,which is depended on its viscosity and consolidation. Based on considering their interaction, a visco elastic plastic finite element model of Biot′s consolidation is presented in this paper,to describe the soil deformation and neutral pressure variation of preloaded soft foundation. And through an practical example, the coupled effect of creep and consolidation on deformation of ground are studied.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]GAO Deng-hui, ZHAO Kuan-yao, JIN Song-li, XING Yi-chuan, CHU Wen-shu, FAN Ji-fei, ZHU Qiong. Method for calculating negative skin friction of pile foundation in large- thickness self-weight collapsible loess sits[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 231-235. DOI: 10.11779/CJGE2022S1041
    [2]ZHONG Zu-liang, DIAO Xiao-jun, LIU Xin-rong. Method for calculating frictional resistance of long-distance pipejacking in deeply buried rock strata[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2063-2070. DOI: 10.11779/CJGE202211012
    [3]FENG Zhong-ju, HU Hai-bo, DONG Yun-xiu, FENG Kai, LI Shao-jie, HE Jing-bin, ZHAO Ya-wan. Indoor simulation tests on reducing negative skin friction of pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 45-48. DOI: 10.11779/CJGE2019S2012
    [4]MA Tian-zhong, ZHU Yan-peng, REN Yong-zhong, LING Yong-qiang. Bearing capacity and displacement characteristics of long-short composite piles in loess areas[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 259-265. DOI: 10.11779/CJGE2018S1042
    [5]LIU Zi-sheng. Field tests on negative skin friction of steel pipe piles in high backfilling soils[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 337-342. DOI: 10.11779/CJGE201502018
    [6]ZHANG Qian, LI Shu-cai, ZHANG Qian-qing, LI Li-ping, ZHOU Zong-qing. Bearing behaviors of super-long single pile in soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1066-1070.
    [7]LI Jing-pei, WANG Kun. Influence of extra-deep pile groups on existing neighboring tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 128-134.
    [8]WANG Dong-dong, SUN Jun. Long-term settlement of pile foundation of bridges based on generalized shear displacement method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 47-53.
    [9]JIANG Liangwei, HUANG Runqiu. Discussion on singularity in deducing lateral shear stress distribution along anchorage section theoretically based on Mindlin’s solution of displacement[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1112-1117.
    [10]ZHAO Minghua, ZHANG Ling, YANG Minghui. Settlement calculation of the long-short-pile composite foundation with shear displacement method[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 994-998.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1163) PDF downloads (641) 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