Preliminary Study of Dilatancy and Creep Behavior of Weak Sandstone.

碩士 === 國立臺灣大學 === 土木工程學系 === 85 === In this thesis, dilatancy and creep behavior before failure of weak intactrocks will be studied. The behavior of dilatancy before failure means that before the stresses reach the ultimate strength, the increase of devi...

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Bibliographic Details
Main Authors: Lin, Gea, 林傑
Other Authors: Huang Tsan-Hwei, Jeng Fu-Shu
Format: Others
Language:zh-TW
Published: 1997
Online Access:http://ndltd.ncl.edu.tw/handle/67050071378842273056