Development of a viscoelastic numerical model for soil consolidation due to groundwater table depression in multilayered aquifer systems

碩士 === 國立嘉義大學 === 土木與水資源工程學系研究所 === 98 === The objective of this study is to develop a vicoelastic numerical model for soil consolidation due to groundwater table deoression in multilayered aquifer systems. In this study, based on Biot’s viscoelastic theory and the concept of significant differences...

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Bibliographic Details
Main Authors: Wang-Sheng Li, 李王勝
Other Authors: Tung-Lin Tsai
Format: Others
Language:zh-TW
Published: 2010
Online Access:http://ndltd.ncl.edu.tw/handle/41553304851676538533

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