Study of Microcrack Development of One Set of Regular Jointed Rock under Loading Using PFC2D

碩士 === 國立臺灣科技大學 === 營建工程系 === 101 === This study is using numerical analysis software PFC2D to simulate microcrack development of rock with one regular set of joint under foundation loading. Microcrack developmental tendencies are analyzed under the combination of eight joint conditions with differe...

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Bibliographic Details
Main Authors: Cheih-Yu Ku, 古介予
Other Authors: JHIH-NA JHEN
Format: Others
Language:zh-TW
Published: 2013
Online Access:http://ndltd.ncl.edu.tw/handle/31683977294412446694