部分飽和土壤坡地穩定動態數值分析

碩士 === 國立臺灣大學 === 土木工程學研究所 === 87 === This study integrates the finite element method and the limit equilibrium method with seepage model of groundwater — FEMWATER (Yeh , 1989) to determine the factor of safety and its stability in general soil slope. Using the finite element method to an...

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Bibliographic Details
Main Authors: Hsin-Yuan Huang, 黃信元
Other Authors: T.K. Tsay
Format: Others
Language:zh-TW
Published: 1999
Online Access:http://ndltd.ncl.edu.tw/handle/24620148562906766391