›› 2003, Vol. 24 ›› Issue (2): 277-280.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Statistical analysis method of taking value for shear strength parameters of soil mass

LIN Lu-sheng1,2 , JIANG Gang3 , BEI Shi-wei1 , LIU Zu-de4   

  1. 1. Institute of Rock and Soil Mechanics，Chinese Academy of Sciences, Wuhan 470071, China; 2. The East River—Shenzhen Water Supply Reconstructing Project Headquarters, Guangdong 523710, China; 3. College of Civil Engineerin, Nanjing University of Technology, Nanjing 210009, China; 4. Wuhan University, Wuhan 470072, China
  • Received:2002-03-05 Online:2003-02-10 Published:2014-08-19

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Abstract: The method of taking value for the strength parameter of residual soil slope is discussed. Based on the testing data of a real residual soil slope, the characteristic parameters c and φ in the different position of slope have been analysed statistically. By way of many teams parameter back analysis in the stability analysis of slope, a method of taking value from which the strength parameter has fit to the real state index of the slope, has been put forward.

Key words: residual soil, shear strength, method of taking value

CLC Number: 

  • TU 41
  • 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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