Performance of Axially Loaded-Piled Retaining Wall: Experimental and Numerical Analysis-Reference-Cited by-同舟云学术

Performance of Axially Loaded-Piled Retaining Wall: Experimental and Numerical Analysis

Published:2017-02 Issue:2 Volume:17 Page:04016049
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Azzam W. R.¹,Elwakil A. Z.²

Affiliation:

1. Associate Professor, Faculty of Engineering, Tanta Univ., Tanta 31527, Egypt (corresponding author).

2. Associate Professor, Faculty of Engineering, Alexandria Univ., Alexandria 11432, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000710

Reference35 articles.

1. Abdel-Baki S. and Raymond G. P. (1994). “Improvement of the bearing capacity of the footing by single layer reinforcement.” Proc. Geosynthetics Conf. Geological Society of London London.

2. Bica A. V. D. and Clayton C. I. R. (1989). “Limit equilibrium design methods for free embedded cantilever walls in granular materials.” Proc. Inst. Civ. Eng. 86(5) 879–989. 10.1680/iicep.1989.3161

3. Numerical studies of anchored sheet pile wall behavior constructed in cut and fill conditions

4. Lateral Earth Pressure Coefficients for Anchored Sheet Pile Walls

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