Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 41 Issue S2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHANG Yong, RAO Chun-chun, DONG Huang-shuai, HU Min-yun. Consolidated drained triaxial tests and constitutive model for reconstituted soft clay[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 101-104. DOI: 10.11779/CJGE2019S2026
Citation: ZHANG Yong, RAO Chun-chun, DONG Huang-shuai, HU Min-yun. Consolidated drained triaxial tests and constitutive model for reconstituted soft clay[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 101-104. DOI: 10.11779/CJGE2019S2026
shu

Consolidated drained triaxial tests and constitutive model for reconstituted soft clay

  • College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310023, China

More Information
  • Received Date: April 29, 2019
  • Published Date: July 19, 2019
    Graphical Abstract
    • Abstract
  • The consolidated drained triaxial tests are carried out to study the mechanical properties and the deformation characteristics of reconstituted saturated soft clay under drained condition. Based on the assumption that the hardening parameter is independent of the stress path, a new yield equation is proposed by adopting the Green’s formula for curve integral. Therefore, a constitutive model is established for the reconstituted saturated soft clay. For the purpose of validation, the programming calculations by MATLAB, which take use of the new constitutive model, are compared to the test results from both the studied reconstituted soft clay and Fujinomori clay, which is reported in the literature. It is shown that the new constitutive model can describe well the strength behaviors and deformation characteristics of reconstituted saturated soft clay under drained condition. And, the theoretical calculations are in good consistence with the test results.
    • FullText(HTML)
    • References (10)
  • [1]
    CHENW F, MIZUNO E.Nonlinear analysisin soil mechanics-theoryand implementation[M]. Amsterdam: Elsevier Science Publishers B V, 1990.
    [2]
    张学言. 土塑性力学的建立与发展[J]. 力学进展, 1989, 19(4): 485-495.
    (ZHANG Xue-yan.The establishment and development of soil plastic mechanics[J]. Progress in Mechanics, 1989, 19(4): 485-495. (in Chinese))
    [3]
    姚仰平, 侯伟. 土的基本力学特性及其弹塑性描述[J]. 岩土力学, 2009, 30(10): 2881-2902.
    (YAO Yang-ping, HOU Wei.Basic mechanical behavior of soils and their elastoplastic modeling[J]. Rock and Soil Mechanics, 2009, 30(10): 2881-2902. (in Chinese))
    [4]
    SANDLER I S, DIMAGGLO F L, BALADI G Y.Generalized cap model for geological materials[J]. Journal of Geotechnical Engineering Division, 1976, 102(GT7): 683-699.
    [5]
    BANARJEE P K, STIPHO A S.Associated and non-associated constitutive relations for undrained behaviour of isotropic soft-clays[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1978, 2(1): 35-56.
    [6]
    杨林德, 张向霞. 基于广义塑性力学的Cam-clay模型的改进[J]. 科学技术与工程, 2005, 5(18): 1282-1286.
    (YANG Lin-de, ZHANG Xiang-xia.Improvement of Cam-clay model based on generalized plastic mechanics[J]. Science Technology and Engineering, 2005, 5(18): 1282-1286. (in Chinese))
    [7]
    陈善雄, 李剑, 姜领发, 等. 基于双曲线临界状态的改进剑桥模型及数值实现[J]. 岩土力学与工程学报, 2013, 32(11): 2325-2333.
    (CHEN Shan-xiong, LI Jian, JIANG Ling-fa, et al.Improve cam-clay model based on hyper-bolic critical state and its numerical implementation[J]. Chinese journal of rock mechanics and engineering, 2013, 32(11): 2325-2333. (in Chinese) )
    [8]
    沈珠江. 理论土力学[M]. 北京: 水利水电出版社, 2000.
    (SHEN Zhu-jiang.Theory of soil mechanics[M]. Beijing: China Water & Power Press, 2000. (in Chinese))
    [9]
    罗汀, 姚仰平, 侯伟. 土的本构关系[M]. 北京: 人民交通出版社, 2010.
    (LUO Ting, YAO Pang-pin, HOU wei. Constitutive law of soil[M]. Beijing: China Communications Press, 2010. (in Chinese))
    [10]
    NAKAI T, HINOKIO M.A simple elastoplastic model for normally and overconsolidated soils with unified material parameters[J]. Soils and Foundations, 2004, 44(2): 53-70.
    • Related Articles

  • Related Articles

    [1]LI Nenghui, WANG Li'an, REN Qiang, ZHANG Zhitao, ZHANG Xian, WANG Xinqi, DAI Qiaozhi. Mechanical properties of new type of joint waterstop for high CFRDs and its application[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(1): 30-37. DOI: 10.11779/CJGE20230963
    [2]YANG Chao, XUE Hai-bin, DANG Fa-ning, WANG hui. Mechanism and influence range of stress arching effect of CFRD in narrow valley regions[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 214-218. DOI: 10.11779/CJGE2021S1039
    [3]SHEN Zhen-zhong, TIAN Zhen-yu, XU Li-qun, GAN Lei. Reasonable connection type for cutoff wall and core wall of earth-rock dams on deep overburden layers[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 939-945. DOI: 10.11779/CJGE201705019
    [4]LI Biao, CHAI Hua-feng, LIU Lin-shuang. Application and analysis of new type filter structure in slope protection engineering[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 221-224. DOI: 10.11779/CJGE2016S1041
    [5]Centrifugal model tests on CFRD on deep alluvium foundation[J]. Chinese Journal of Geotechnical Engineering, 2010, 28(9).
    [6]ZHAO Kuizhi, LI Guoying. Back analysis of creep deformation and study on safety of Meixi CFRD built on riverbed alluvium[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(8): 1230-1235.
    [7]HU Anbing, XU Huiwen, YANG Min. Experiments on new type of grout[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(2): 210-213.
    [8]XING Haofeng, GONG Xiaonan, FU Haifeng, WANG Zhenghong. Study on the technique of soft-rock placement for CFRD[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 234-238.
    [9]LIU Haowu. Thin concrete-faced rockfill dam-concrete-faced prestressed rockfill dam[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 500-503.
    [10]Hao Jutao, Lu Xiaobin, Jia Jinsheng, Lu Yihui. Numerical analysis of copper waterstop structure in CFRD joints[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 461-464.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (308) PDF downloads (148) Cited by()
    Related
    Website 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