Required Unfactored Strength of Geosynthetic in Reinforced Earth Structures-Reference-Cited by-同舟云学术

Required Unfactored Strength of Geosynthetic in Reinforced Earth Structures

Published:2010-02 Issue:2 Volume:136 Page:281-289
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Leshchinsky Dov¹²³,Zhu Fan¹²³,Meehan Christopher L.¹²³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, 301 DuPont Hall, Univ. of Delaware, Newark, DE 19716.

2. Staff Engineer, Geosyntec Consultants, 1255 Roberts Blvd. NW, Suite 200, Kennesaw, GA 30144; formerly, MS Graduate Student, Dept. of Civil and Environmental Engineering, 301 DuPont Hall, Univ. of Delaware, Newark, DE 19716.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, 301 DuPont Hall, Univ. of Delaware, Newark, DE 19716.

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.1943-5606.0000209

Reference19 articles.

1. Allen T. and Bathurst R. (2001). “Application of the Ko -stiffness method to reinforced soil wall limit state design.” Rep. No. WA-RD 528.1 Washington State Department of Transportation Olympia Wash.

2. Allen T. and Bathurst R. (2003). “Predictions of reinforcement loads in reinforced soil walls.” Revised Rep. No . WA-RD 522.2 Washington State Dept. of Transportation Olympia Wash.

3. Tensile Strength, Tension Cracks, and Stability of Slopes

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