›› 2007, Vol. 28 ›› Issue (2): 364-366.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Influence of stress path on consolidated undrained shear strength of loess

LIANG Yan, XIE Yong-li, LIU Bao-jian   

  1. Key Laboratory of Education Ministry on Highway Engineering of Special Region, College of Highway, Chang’an University, Xi’an 710064, China
  • Received:2005-03-14 Online:2007-02-10 Published:2013-08-28

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Abstract: A series of consolidated un-drained triaxial tests with equal consolidation ratio and equal shear are done for undisturbed loess Q3 samples from Longxi region of Gan-Su province. The total stress method is used in study. The test results indicate that the stress path has certain influence on the loess shear strength when loess has some different properties in different directions. The destroy points of the stress path tests, together with those of regular triaxial tests, distribute in a strip of area.

Key words: shear strength, undisturbed loess, stress path, total stress method

CLC Number: 

  • TU 441
  • 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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