Three-Dimensional Limit Analysis of Slopes with Pore Pressure-Reference-Cited by-同舟云学术

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Three-Dimensional Limit Analysis of Slopes with Pore Pressure

Published:2013-09 Issue:9 Volume:139 Page:1604-1610
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Michalowski Radoslaw L.¹,Nadukuru Srinivasa S.²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, 2340 G. G. Brown Building, Ann Arbor, MI 48109 (corresponding author).

2. Graduate Student Assistant, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000867

Reference13 articles.

1. Dimensionless parameters for homogeneous earth slopes;Bell J. M.;J. Soil Mech. and Found. Div.,1966

2. Stability Coefficients for Earth Slopes

3. Limit analysis of stability of slopes;Chen W. F.;J. Soil Mech and Found. Div.,1971

4. On the Limit Analysis of Stability of Slopes

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