SEISMIC DISPLACEMENT OF A GEOSYNTHETIC-REINFORCED WALL IN THE 1995 HYOGO-KEN NAMBU EARTHQUAKE

Author:

HUANG CHING-CHUAN1,WANG WEI-CHENG1

Affiliation:

1. Department of Civil Engineering, National Cheng Kung University

Publisher

The Japanese Geotechnical Society

Reference45 articles.

1. 1) Atkinson, J. H. (1981) : Foundations and Slopes : An Introduction to Applications of Critical State Soil Mechanics, McGraw-Hill, London.

2. 2) Bathurst, R. J. (1998) : Segmental Retaining walls-Seismic Design Manual 1st ed., the National Concrete Masonry Association, Hemdon, VA.

3. 3) Bathurst, R. J. and Alfaro, M. C. (1996) : Review of seismic design, analysis and performance of geosynthetic reinforced walls, slopes and embankments, Proc. Earth Reinforcement-Int. Symp. Earth Reinforcement, Fukuoka, Kyushu, Japan, 887-918.

4. 4) Bathurst, R. J. and Cai, Z. (1995) : Pseudo-static seismic analysis of geosynthetic-reinforced segmental retaining walls, Geosynthetics Int., 2 (5), 787-830.

5. 5) Bathurst, R. J. and Hatami, K. (1998) : Seismic response analysis of a geosynthetic-reinforced soil retaining wall, Geosynthetics Int., 5 (1-2), 127-166.

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