Rigid Finite Element Method for Upper Bound Limit Analysis of Soil Slopes Subjected to Pore Water Pressure-Reference-Cited by-同舟云学术

Rigid Finite Element Method for Upper Bound Limit Analysis of Soil Slopes Subjected to Pore Water Pressure

Author:

Chen Jian¹,Yin Jian-Hua²,Lee C. F.³

Affiliation:

1. PhD Student, Dept. of Civil and Structural Engineering, The Hong Kong Poly. Univ., Hung Hom, Kowloon, Hong Kong.

2. Professor, Dept. of Civil and Structural Engineering, The Hong Kong Poly. Univ., Hung Hom, Kowloon, Hong Kong.

3. Chair Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

Reference27 articles.

3. Chen W. F. (1975). Limit analysis and soil plasticity Elsevier Scientific Amsterdam The Netherlands.

4. Chen Z. Y. (1995). EMU user’s manual China Institute of Water Resources and Hydropower Research Beijing (in Chinese).

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