LRFD Calibration of the Ultimate Pullout Limit State for Geogrid Reinforced Soil Retaining Walls-Reference-Cited by-同舟云学术

LRFD Calibration of the Ultimate Pullout Limit State for Geogrid Reinforced Soil Retaining Walls

Published:2012-08 Issue:4 Volume:12 Page:399-413
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bathurst Richard J.¹,Huang Bingquan²,Allen Tony M.³

Affiliation:

1. Professor and Research Director, GeoEngineering Centre at Queen’s-RMC, Dept. of Civil Engineering, Royal Military College of Canada, Kingston, ON K7K 7B4, Canada (corresponding author).

2. Geotechnical Engineer, AMEC Environment & Infrastructure, 160 Traders Blvd., Unit 110, Mississauga, ON L4Z 3K7, Canada; formerly, Ph.D. Student, GeoEngineering Centre at Queen’s-RMC, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON K7L 3N6, Canada.

3. State Geotechnical Engineer, State Materials Laboratory, Washington State Dept. of Transportation, P.O. Box 47365, Olympia, WA 98504-7365.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000219

Reference41 articles.

1. Allen T. M. (2005). Development of geotechnical resistance factors and downdrag load factors for LRFD foundation strength limit state design Publication No. FHWA-NHI-05-052 Federal Highway Administration Washington DC.

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