Particle size effect on the strength and failure pattern of reinforced soil retaining wall

碩士 === 雲林科技大學 === 營建工程系碩士班 === 96 === Many geosynthetics-reinforced soil (GRS) retaining wall with granular backfill have been used as permanent and important structure. In view of the above, a series of plane strain model test was performed in this study. The dimensions of the plane strain model wa...

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Bibliographic Details
Main Authors: Jui-Chang Hsu, 許瑞章
Other Authors: Po-Kai Wu
Format: Others
Language:zh-TW
Published: 2008
Online Access:http://ndltd.ncl.edu.tw/handle/44786751555910593566