Numerical Study of Reinforced Soil Segmental Walls Using Three Different Constitutive Soil Models-Reference-Cited by-同舟云学术

Numerical Study of Reinforced Soil Segmental Walls Using Three Different Constitutive Soil Models

Published:2009-10 Issue:10 Volume:135 Page:1486-1498
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Huang Bingquan¹²³,Bathurst Richard J.¹²³,Hatami Kianoosh¹²³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, GeoEngineering Centre at Queen’s-RMC, Queen’s Univ. Kingston, Ontario K7L 3N6, Canada.

2. Professor and Research Director, Dept. of Civil Engineering, GeoEngineering Centre at Queen’s-RMC, 13 General Crerar, Royal Military College of Canada, Sawyer Building, Room 2414, Kingston, Ontario K7K 7B4, Canada (corresponding author).

3. Assistant Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma Norman, OK 73019.

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.1943-5606.0000092

Reference43 articles.

1. AASHTO. (2002). “Standard specifications for highway bridges.” Washington D.C.

2. Global Level of Safety and Performance of Geosynthetic Walls: An Historical Perspective

3. A new working stress method for prediction of reinforcement loads in geosynthetic walls

4. Allen T. M. Nowak A. S. and Bathurst R. J. 2005. “Calibration to determine load and resistance factors for geotechnical and structural design.” Transportation Research Board Circular E-C079 Washington D.C.

5. Bathurst R. J. (1993). “Investigation of footing restraint on stability of large-scale reinforced soil wall tests.” Proc. 46th Canadian Geotechnical Conf. Canadian Geotechnical Society Alliston Ont. 389–398.

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