The Stability Study on Bottom Ground Improving under Excavation
碩士 === 國立中興大學 === 土木工程學系所 === 105 === There are densely populated and land limited in Taiwan area. The land acquirement is getting more difficult with the rapid development of urbanization. More underground excavation engineering is widely carried out. The stability of retaining structure and the en...
Main Authors: | Chih-Hao Yen, 顏志豪 |
---|---|
Other Authors: | Tien-Kuen Huang |
Format: | Others |
Language: | zh-TW |
Published: |
2017
|
Online Access: | http://ndltd.ncl.edu.tw/handle/82066718120289027430 |
Similar Items
-
EFFECT OF GROUND IMPROVEMENT ON BERMED EXCAVATION BEHAVIOR IN CLAY
by: Chih-Chen Lin, et al.
Published: (2007) -
The Stability Study on Side Soil Improving under Excavation
by: Chen-Fu Chi, et al.
Published: (2017) -
Parametric Study of the Effect of Ground Anchor on Deep Excavation Stability
by: Aditya Putra Pratama, et al.
Published: (2020-01-01) -
Evaluation of the Deep Excavation Displacement in Composite Ground Improvement
by: Ting-Ting Lu, et al.
Published: (2012) -
Analysis of Column-Type Ground Improvement in Deep Excavation
by: Wu Tzong Shiann, et al.
Published: (1994)