›› 2003, Vol. 24 ›› Issue (2): 229-232.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Identification of soil parameters of extended Cambridge model and its application to Xiaolangdi project

CHEN Li-hong1, CHEN Zu-yu2   

  1. 1. Civil and Hydraulic Engineering School , Tsinghua University, Beijing 100084, China; 2. China Institute of Water Resources and Hydropower Research, Beijing 100044, China
  • Received:2002-03-05 Online:2003-02-10 Published:2014-08-19

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Abstract: It is important to identify the soil parameters while using finite elements method. Cambridge model is a widely used soil constitutive model in practice, whose parameters always determined by conventional laboratory test results. The expression of extended Cambridge model under triaxial test is presented. And simulation computer program is developed to figure out the optimum parameters. The application to Xiaolangdi project shows the rationality and practicability of this program.

Key words: Cambridge modle, triaxial test, consolidation

CLC Number: 

  • TB 115
  • 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.
  • 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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