Seismic Response of a Newly Developed Geocell-Reinforced Soil Retaining Wall Backfilled with Gravel by Shaking Table Model Test-Reference-Cited by-同舟云学术

Seismic Response of a Newly Developed Geocell-Reinforced Soil Retaining Wall Backfilled with Gravel by Shaking Table Model Test

Published:2016-09-02 Issue: Volume: Page:513-523
ISSN:
Container-title:Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls
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Author:

Xinye Han,Tomoharu Mera,Toshihiko Katagiri,Takashi Kiyota

Publisher

Springer Japan

Link

http://link.springer.com/content/pdf/10.1007/978-4-431-56205-4_47

Reference9 articles.

1. Han X, Kiyota T, Tatsuoka F (2013) Pullout resistance of geocell placed as reinforcement in gravelly soil backfill. In: Proceedings of the 10th international conference on urban earthquake engineering, Tokyo Institute of Technology, Tokyo, vol 1, pp 533–538

2. Han X, Kiyota T, Tatsuoka F (2014a) Comparison of pullout behaviors between geogrid and a newly-developed geocell. In: Proceedings of 10th international conference on geosynthetics, Berlin (To appear)

3. Han X, Kiyota T, Mera T, Katagiri T (2014b) Shaking table model tests on reinforced soil retaining walls by using newly-developed geocell reinforcements and geogrid reinforcements. Bulletin of Earthquake Resistance Structure Research Center, No. 47 (To appear)

4. Muñoz H, Tatsuoka F, Hirakawa D, Nishikiori H, Soma R, Tateyama M, Watanabe K (2012) Dynamic stability of geosynthetic-reinforced soil integral bridge. Geosynthetics Int 19(1):11–38. doi: 10.1680/gein.2012.19.1.11

5. Nakajima S, Koseki J, Watanabe K, Tateyama M (2010) Simplified procedure to evaluate earthquake-induced residual displacement of geosynthetic reinforced soil retaining walls. Soils Found 50(5):659–678. doi: 10.3208/sandf.50.659