Numerical Analyses of A Geosynthetic-Reinforced Soil Wall with Flexible Wrapped-Around Facing

碩士 === 國立臺灣科技大學 === 營建工程系 === 104 === The research describes a finite element model that was developed to simulate the response of a full-scale, geosynthetic-reinforced soil (GRS) wall with wrapped around faces. The selected GRS wall was 3.6m tall with uniform sand backfill built and carefully instr...

Full description

Bibliographic Details
Main Authors: Ting-Yu Lin, 林庭妤
Other Authors: Kuo-Hsin Yang
Format: Others
Language:zh-TW
Published: 2016
Online Access:http://ndltd.ncl.edu.tw/handle/39006555081579242194

Similar Items