Analytical Method for Predicting Lateral Facing Deflection of Geosynthetic-Reinforced Soil Abutment Walls-Reference-Cited by-同舟云学术

Analytical Method for Predicting Lateral Facing Deflection of Geosynthetic-Reinforced Soil Abutment Walls

Published:2023-03-23 Issue: Volume: Page:
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Container-title:Geo-Congress 2023
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Author:

Pham Thang¹²³⁴⁵,Rahmaninezhad S. Mustapha¹²³⁴⁵,Palma Andres¹²³⁴⁵,Phan Truc¹²³⁴⁵,Vu Thuy¹²³⁴⁵

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas Rio Grande Valley, Edinburg, TX.

2. Assistant Professor of Practice, Dept. of Civil Engineering, Univ. of Texas Rio Grande Valley, Edinburg, TX.

3. Engineering Manager, Millennium Engineers Group, Inc., Pharr, TX.

4. Ph.D. Student, Dept. of Civil Engineering, National Taipei Univ. of Technology, Taiwan.

5. Associate Professor, Dept. of Civil Engineering, Univ. of Texas Rio Grande Valley, Edinburg, TX.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484685.036

Reference21 articles.

1. Berg, R. R., Christopher, B. R., and Samtani, N. C. (2009). Design and construction of mechanically stabilized earth walls and reinforced soil slopes. US Department of Transportation, Federal Highway Administration.

2. Limit Equilibrium Analysis and Design of Geosynthetic-Reinforced Fill Walls Under Special Conditions

3. Numerical Model for Reinforced Soil Segmental Walls under Surcharge Loading

4. GRS bridge abutments—an effective means to alleviate bridge approach settlement

5. Jewell R. A. and Milligan G. W. E. (1989). “Deformation calculation for reinforced soil walls.” Proc. 12th International Conference on Soil Mechanics and Foundation Engineering Vol. 2. Taylor & Francis Abingdon U.K. pp. 1259–1262.