The back analysis for deep excavation
碩士 === 國立高雄第一科技大學 === 營建工程所 === 92 === It is merely back-analysis of wall displacement in traditional deep excavation. As to estimate surface settlement, empirical methods are always adopted. However, surface settlement and wall displacements are estimated simultaneously in back analysis model in...
Main Authors: | Ching-Hsiang HSU, 許景翔 |
---|---|
Other Authors: | none |
Format: | Others |
Language: | zh-TW |
Published: |
2004
|
Online Access: | http://ndltd.ncl.edu.tw/handle/85068437357123191037 |
Similar Items
-
A Study of Diaphragm Wall of Deep Excavation on Soft Clay
by: Hsiao, Ching-fu, et al.
Published: (1997) -
Numerical Analysis of Deep Excavation in Soft Ground
by: Sheng Ching Lu, et al.
Published: (2006) -
Analysis of time-dependent behavior of deep excavations
by: Kung, Tung-Ching, et al.
Published: (1997) -
Quantification analysis for deep excavation
by: Juei-Hsing Tsai, et al.
Published: (2009) -
Deep Excavation Analysis Based on Theory of Continua Mechanics Compared with the Site Monitor''s Observation for Back Analysis
by: Mon-Chen Lan, et al.
Published: (1999)