Effective stress analysis for dynamic behavior of foundation- soil interaction
碩士 === 國立高雄第一科技大學 === 營建工程所 === 97 === Taiwan is on the link of Pacific Ocean earthquake belt, therefore, occurrence of the earthquake is very common. One of the most severe earthquake disasters to the ground is namely soil liquefaction. When the soils reach liquefaction stage, the ground materials...
Main Authors: | Chang-Yi Hung, 洪璋億 |
---|---|
Other Authors: | Chih-Wei Lu |
Format: | Others |
Language: | zh-TW |
Published: |
2009
|
Online Access: | http://ndltd.ncl.edu.tw/handle/30049546706976413423 |
Similar Items
-
Effective stress analysis for dynamic behavior of super structure- pile foundation- soil interaction
by: Shin-cheng Lai, et al.
Published: (2008) -
Dynamic Soil-Structure Interaction Analysis for Structures with Flexible Foundation
by: Chin-Long Wu, et al.
Published: (2004) -
Dynamic interaction response of soil-foundation-structure
by: Zhuang, Hong Ru, et al.
Published: (1994) -
Effects of Nonlinear Soil-Structure Interaction on Lateral Behavior of Pile Foundations
by: Mahmoud Nasser Hussien Ahmed
Published: (2011) -
Dynamic soil-structure interaction: pile foundations and retaining structures
by: Wu, Guoxi
Published: (2009)