Model tests on wrap-faced geosynthetic reinforced soil wall with sandy soil backfills and its deformation patterns

碩士 === 國立雲林科技大學 === 營建工程系碩士班 === 100 === In this study, a series of model tests on wrap-faced geogrid-reinforced soil (GRS) retaining wall with sandy soil backfill was performed. Three types of geogrids having different nominal strengths were adopted. The dimensions of the model wall were 250 cm (wi...

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Bibliographic Details
Main Authors: Zong-Han Li, 李宗翰
Other Authors: Po-Kai Wu
Format: Others
Language:zh-TW
Published: 2012
Online Access:http://ndltd.ncl.edu.tw/handle/59283130452016519838