Influence of Test Method on Direct Shear Behavior of Segmental Retaining Wall Units-Reference-Cited by-同舟云学术

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Influence of Test Method on Direct Shear Behavior of Segmental Retaining Wall Units

Published:2008 Issue:2 Volume:31 Page:100911
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Suits L. D.,Sheahan T. C.,Bathurst Richard J.,Althoff Sebastian,Linnenbaum Peter

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence of test quantity on loose sand shearing strength parameters;Proceedings of the International Conference „Innovative Materials, Structures and Technologies”;2014-08-07

2. Influence of toe restraint on reinforced soil segmental walls;Canadian Geotechnical Journal;2010-08

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