The lateral displacement response of geogrid-reinforced ballast under cyclic loading-Reference-Cited by-同舟云学术

The lateral displacement response of geogrid-reinforced ballast under cyclic loading

Published:2013-08 Issue: Volume:39 Page:20-29
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Indraratna Buddhima,Hussaini Syed Khaja Karimullah,Vinod J.S.

Funder

CRC

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference47 articles.

1. Behavior of railroad ballast under monotonic and cyclic loading;Anderson;Journal of Geotechnical and Geoenvironmental Engineering,2008

2. Code of Practice – Ballast;ARTC,2012

3. Aggregates and Rock for Engineering Purposes, Part 7: Railway Ballast;AS 2758.7,1997

4. Atalar, C., Das, B.M., Shin, E.C., Kim, D.H., 2001. Settlement of geogrid-reinforced railroad bed due to cyclic load. In: Proceedings of 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, vol. 3, pp. 2045–2048.

5. On the enhanced confining pressure approach to the mechanics of reinforced soil;Athanasopoulos;Geotechnical and Geological Engineering,1994

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