Equivalence between Bearing-Capacity, Lateral Earth-Pressure, and Slope-Stability Problems by Slip-Line and Extremum Limit Equilibrium Methods-Reference-Cited by-同舟云学术

Equivalence between Bearing-Capacity, Lateral Earth-Pressure, and Slope-Stability Problems by Slip-Line and Extremum Limit Equilibrium Methods

Published:2017-12 Issue:12 Volume:17 Page:04017113
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cheng Y. M.¹,Li N.²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hunghom, Hong Kong (corresponding author). E-mail address:

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hunghom, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001009

Reference46 articles.

1. ABC [Computer software]. Dept. of Engineering Science Univ. of Oxford Oxford U.K.

2. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil

3. Three Dimensional Bearing Capacity Analysis of a Foundation Near a Slope

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