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Stability Analysis of Complex Soil Slopes using Limit Analysis

  • Published:2002-07 Issue:7 Volume:128 Page:546-557
  • ISSN:1090-0241
  • Container-title:Journal of Geotechnical and Geoenvironmental Engineering
  • language:en
  • Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kim Jongmin1,Salgado Rodrigo2,Lee Junhwan3

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Sejong Univ., Seoul, Korea.

2. Associate Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

3. Assistant Professor, School of Civil and Environmental Engineering, Yonsei Univ., Seoul, Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference28 articles.

1. Achilleos E. (1988). “User guide for PCSTABL5M.” Joint Highway Research Rep. No. JHRP-88/19 Purdue Univ. West Lafayette Ind.

2. Finite element limit analysis using linear programming

3. Determination of Noncircular Slip Surface Giving the Minimum Factor of Safety in Slope Stability Analysis

4. Determination of the critical slip surface in slope stability computations

5. Bandini P. and Salgado R. (1999). User guide for PCSTABL6 Purdue Univ. West Lafayette Ind.

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