Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan-Reference-Cited by-同舟云学术

Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan

Published:2001-06 Issue:4 Volume:21 Page:297-313
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Ling Hoe I.,Leshchinsky Dov,Chou Nelson N.S.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference26 articles.

1. Pseudo-static seismic analysis of geosynthetic-reinforced segmental retaining walls;Bathurst;Geosynthetic International,1995

2. Seismic design issues for geosynthetic reinforced segmental retaining walls;Bathurst,1997

3. Review of seismic design, analysis and performance of geosynthetic-reinforced walls, slopes and embankments;Bathurst,1997

4. Chen R-H, et al., editors. Technical manual for reinforced soil structures. Taiwan Area National Expressway Engineering Bureau, Ministry of Transportation and Communications, 1990 (in Mandarin).

5. Chou NNS, Hew JHC, Rimoldi P. 35m-high geogrid-reinforced slope: new heights and innovative construction. In: Proceedings of the Fifth International Conference on Geotextiles, Geomembranes and Related Products, 1994. p. 473–8.

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