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: | 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 |
Similar Items
-
Study on Behaviors of Cantilever Retaining Wall during Excavation in Clay Ground.
by: Kai-Min Wang, et al. -
Analysis Deep Excavation Behavior of Clay Improved by Pile-Type Cross-Wall
by: Wen-Bin Lin, et al.
Published: (2003) -
Research on the behavior of reinforced soil retaining wall subjected to toe excavation
by: Yu-ShiaChen, et al.
Published: (2011) -
Passive earth pressures behind retaining walls for layered cohesionless materials
by: Solomon, Radu
Published: (1986) -
A Study of Buttresses for Reducing the Retaining Wall Deformation in Deep Excavation
by: Wen-Ching Chien, et al.
Published: (2002)