Allowable Bearing Pressures of Bridge Sills on GRS Abutments with Flexible Facing-Reference-Cited by-同舟云学术

Allowable Bearing Pressures of Bridge Sills on GRS Abutments with Flexible Facing

Published:2006-07 Issue:7 Volume:132 Page:830-841
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wu Jonathan T. H.¹²³,Lee Kevin Z. Z.¹²³,Pham Thang¹²³

Affiliation:

1. Dept. of Civil Engineering, Univ. of Colorado at Denver, Denver, CO 80217 (corresponding author). E-mail: Jonathan.wu@cudenver.edu

2. Dept. of Civil Engineering, Univ. of Colorado at Denver, Denver, CO 80217. E-mail: zlee@carbon.cudenver.edu

3. Dept. of Civil Engineering, Univ. of Colorado at Denver, Denver, CO 8021. E-mail: qt1pham@ouray.cudenver.edu

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%291090-0241%282006%29132%3A7%28830%29

Reference26 articles.

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2. Monitored Displacements of Unique Geosynthetic-Reinforced Soil Bridge Abutments

3. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations

4. Aksharadananda T. and Wu J. T. H. (2001). “Strength parameters of backfills for design and construction of retaining walls.” Rep. 2001-07 Colorado Department of Transportation Denver.

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