Study of Toppling Failure of Rock Slopes along Taiwan Highway No. 14.

碩士 === 朝陽科技大學 === 營建工程系碩士班 === 91 === Abstract Because of steep topography, inferior geological condition and severe climate, slope instability is always a serious problem in Taiwan. Common failure modes of rock slopes are composed of planar, wedge, toppling and circular. Toppling failure always occ...

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Bibliographic Details
Main Authors: Ming-Han Li, 李明翰
Other Authors: Sung-Chi Hsu
Format: Others
Language:zh-TW
Published: 2003
Online Access:http://ndltd.ncl.edu.tw/handle/yaktga