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...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2004
|
Online Access: | http://ndltd.ncl.edu.tw/handle/59897818032042374566 |