›› 2005, Vol. 26 ›› Issue (S1): 1-8.

• Fundamental Theroy and Experimental Research •     Next Articles

Advance in researches on structured clay

LIU En-long, SHEN Zhu-jiang, FAN Wen   

  1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China
  • Received:2005-01-20 Published:2005-12-15

Abstract: The deformation and failure process of natural soil under loading can be obtained by research on structured clay ,on which the design of construction and soil improvement can be based when the structural influence is considered. With the construction of high, deep and great buildings, the research on the structured soil has recently become more and more important. In this paper, the researches of structured clay on micro deformation mechanism, artificial preparation, civil engineering behavior and numerical models are introduced. Processing in situ test, artificial preparation of structured soil, measuring methods of meso-structural parameters,numerical methods considering meso-structure and establishing macro-constitutive models considering micro- deformation mechanism are the important problems of study on the structured soil.

Key words: structured clay, micro deformation mechanism, civil engineering behavior;numerical models

CLC Number: 

  • TU 443
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] ZANG Meng, KONG Ling-wei, GUO Ai-guo. Effects of static deviatoric stress on dynamic characteristics of Zhanjiang structured clay [J]. , 2017, 38(1): 33-40.
[2] WANG Zhi-chao , JIANG Ming-jing , CHEN Shuang-lin , CAI Jun,. An elasto-viscoplastic constitutive model and its stress integration algorithm based on super-subloading yield surface [J]. , 2016, 37(2): 357-366.
[3] ZHU En-yang,YAO Yang-ping. Constitutively modelling the compression deformation of structured clay [J]. , 2015, 36(7): 1915-1922.
[4] CAO Yu-chun,YANG Jian-hui. Undrained shear strength determination of structured clays based on effective consolidation stress method [J]. , 2013, 34(11): 3085-3090.
[5] JIANG Yan, LEI Hua-yang, ZHENG Gang, YANG Xiong-jian. Fractal study of microstructure variation of structured clays under dynamic loading [J]. , 2010, 31(10): 3075-3080.
[6] CHEN Xiao-ping, ZENG Ling-ling, Lü Jing, QIAN He, KUANG Li-wen. Expeimental study of mechanical behavior of structured clay [J]. , 2008, 29(12): 3223-3228.
[7] ZHOU Cheng, SHEN Zhu-jiang, CHEN Tie-lin, YIN Jian-hua, LI Neng-hui. A bouding surface masonry model for structured clays [J]. , 2003, 24(3): 317-321.
[8] Shen Zhujiang. A masonry model for structured clays [J]. , 2000, 21(1): 1-4.
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