Evaluation of Prediction Methods for Lateral Deformation of GRS Walls and Abutments-Reference-Cited by-同舟云学术

Evaluation of Prediction Methods for Lateral Deformation of GRS Walls and Abutments

Published:2017-02 Issue:2 Volume:143 Page:06016022
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Khosrojerdi Mahsa¹,Xiao Ming²,Qiu Tong³,Nicks Jennifer⁴

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802.

4. Research Geotechnical Engineer, Turner Fairbank Highway Research Center, Federal Highway Administration, 6300 Georgetown Pike, McLean, VA 22101.

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.1943-5606.0001591

Reference34 articles.

1. Performance of Geosynthetic-Reinforced Walls Supporting Bridge and Approaching Roadway Structures

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

3. Adams M. Nicks J. Stabile T. Wu J. T. Schlatter W. and Hartmann J. (2011a). “Geosynthetic reinforced soil integrated bridge system interim implementation guide.” Rep. No. FHWA-HRT-11-026 Federal Highway Administration Washington DC.

4. Adams M. Nicks J. Stabile T. Wu J. T. Schlatter W. and Hartmann J. (2011b). “Geosynthetic reinforced soil integrated bridge system synthesis report.” Rep. No. FHWA-HRT-11-027 Federal Highway Administration McLean VA.

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