Effects of reinforcement on the geo-structure for mitigation of the earthquake effects
Author:
Affiliation:
1. Department of Civil and Structural Engineering, Kyushu University
2. Department of Civil Engineering, Indian Institute of Technology Guwahati
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/2/68/2_IGS-25/_pdf
Reference25 articles.
1. 1) Ahmad, S. M. (2013): Pseudo dynamic approach for computation of seismic passive earth resistance including seepage, Ocean Engineering, 63, 63–71.
2. 2) Bathurst, R. J. and Cai, Z. (1995): Pseudo-static seismic analysis of geosynthetic reinforced segmental retaining walls, Geosynthetics Int., 2(5), 787–830.
3. 3) Bathurst, R. J. and Hatami, K. (1998): Seismic response analysis of a geosynthetic-reinforced soil retaining wall, Geosynthetics International, 5(1–2), 127–166.
4. 4) Bilgin, O. and Mansour, E. (2014): Effect of reinforcement type on the design reinforcement length of mechanically stabilized earth walls, Engineering Structures, 59, 663-673.
5. 5) Chaudhary, B., Hazarika, H., and Krishna, A. M (2014): Earth pressures on reinforced soil retaining wall under dynamic loading. Proceedings of 14th International Association for Computer Methods and Advances in Geomechanics (IACMAG), Kyoto, Japan, 1877-1883.
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