Numerical Analysis to Investigate the Static and Dynamic Performance of GRS Bridge Abutments
Author:
Affiliation:
1. Associate Professor, Gildart Haase School of Computer Sciences and Engineering, Fairleigh Dickinson Univ., Teaneck, NJ.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485415.001
Reference14 articles.
1. Bathurst R. J. Walters D. Vlachopoulos N. Burgess P. and Allen T. (2000). “Full scale testing of geosynthetic reinforced walls.” GeoDenver: Advances in Transportation and Geoenvironmental Systems Using Geosynthetics Denver Colorado 201–217. https://doi.org/10.1061/40515(291)14.
2. Influence of reinforcement stiffness and compaction on the performance of four geosynthetic-reinforced soil walls
3. Experimental Design, Instrumentation and Interpretation of Reinforced Soil Wall Response Using a Shaking Table
4. El-Emam M. M. Bathurst R. J. and Hatami K. (2004). “Numerical modeling of reinforced soil retaining walls subjected to base acceleration.” 13th World Conference on Earthquake Engineering Vancouver B.C. Canada paper no. 2621.
5. Static and seismic numerical modeling of geosynthetic-reinforced soil segmental bridge abutments
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