期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2016
卷号：5
期号：6
页码：10369
DOI：10.15680/IJIRSET.2015.0506157
出版社：S&S Publications
摘要：An extensive program of laboratory tests was carried out to study the effect of reinforcing an earth slopeon the lateral behavior of a single vertical pile located near the slope. Layers of geogrid were used to reinforce a sandyslope of 1V:2H. Several tests were conducted to study the effect of number of geogrid reinforcement. The experimentalprogram also included studies of the location of pile relative to the slope crest and angle of load inclination. The resultsindicate that stabilizing a soil slope has a significant benefit of improving the ultimate lateral load of a vertical pile. Theimprovement in pile ultimate lateral load was found to be strongly dependent on the number of geogrid layers, locationof pile relative to slope crest and angle of load inclination.
