›› 2008, Vol. 29 ›› Issue (8): 2163-2169.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Some computation tables for nonlinear consolidation of soft soil and its application

WEN Jie-bang1, WANG Yue-wei2, XIE Kang-he1, HU An-feng1, YING Hong-wei1   

  1. 1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China; 2. Hangzhou Tongda Architectural Group Company, Hangzhou 310019, China
  • Received:2007-01-10 Online:2008-08-11 Published:2013-08-02

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Abstract: To facilitate the practical application of nonlinear consolidation theory, some computation tables are prepared based on one-dimensional nonlinear consolidation theory, which can be used in consolidation analyses to take account of nonlinear properties of soft soil both in compressibility and in permeability, and actual distribution of dead weight pressure, as well as time-dependent loading. Numerical example is given to illustrate the application of the tables. The work provides technical tools for engineering computation and also references for theoretical research.

Key words: soft soil, nonlinear, consolidation, semi-analytical method, computation table

CLC Number: 

  • TU 433
  • 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.
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