A Study on Effects of Soil Improvement Behind Retaining Wall on Excavation in Clay Layers

碩士 === 國立臺灣科技大學 === 營建工程系 === 92 === To study the effects of excavation and the soil improvement on the stability of deep excavations in soft clay, a model study is adopted in this research. The size effect on the model test was set to be minimized by keeping equal in the base stability numbers of...

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Bibliographic Details
Main Authors: Wen-Yao Liang, 梁文耀
Other Authors: Hung-Jiun Liao
Format: Others
Language:zh-TW
Published: 2004
Online Access:http://ndltd.ncl.edu.tw/handle/59897818032042374566