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Author:

Lu, De-Chun (Lu, De-Chun.) (Scholars:路德春) | Du, Xiu-Li (Du, Xiu-Li.) (Scholars:杜修力) | Yao, Yang-Ping (Yao, Yang-Ping.) | Gong, Qiu-Ming (Gong, Qiu-Ming.) (Scholars:龚秋明)

Indexed by:

EI Scopus PKU CSCD

Abstract:

A linear transformed stress space method is proposed. The generalized nonlinear strength theory (GNST) is transformed into Mohr-Coulomb criterion in the new proposed stress space. Thus, the GNST can be regarded as Mohr-Coulomb criterion in new stress space. The strengths and stress-strain experimental results of two kinds of clay are collected and analyzed in the new linear transformed stress space. The consistency between the experimental results and the theoretical predictions shows that the transformed stress space method is effective.

Keyword:

Rock mechanics Soil mechanics

Author Community:

  • [ 1 ] [Lu, De-Chun]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Du, Xiu-Li]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Yao, Yang-Ping]College of Transportation Science and Engineering, Beihang University, Beijing 100191, China
  • [ 4 ] [Gong, Qiu-Ming]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

Year: 2010

Issue: 1

Volume: 31

Page: 271-276

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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