Model Test Research on Subsidence of Geogrid-Reinforced and Pile-Supported Foundation

Abstract:

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It has studied the subsidence characteristics of the geogrid-reinforced and pile-supported foundation through eleven loading model tests, and analyzed the effects that varied pile spacing, reinforced floors, the paving position of the reinforcement, underlayer thickness have had on the subsidence of the geogrid-reinforced and pile-supported foundation.

Info:

Periodical:

Advanced Materials Research (Volumes 335-336)

Edited by:

Yun-Hae Kim, Prasad Yarlagadda, Xiaodong Zhang and Zhijiu Ai

Pages:

222-225

DOI:

10.4028/www.scientific.net/AMR.335-336.222

Citation:

R. J. Chen et al., "Model Test Research on Subsidence of Geogrid-Reinforced and Pile-Supported Foundation", Advanced Materials Research, Vols. 335-336, pp. 222-225, 2011

Online since:

September 2011

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Price:

$35.00

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