真三軸應力作用下人人剪力破裂面透水性質之研究
碩士 === 國立成功大學 === 資源工程學系 === 87 === A special-designed triaxial cell has been developed and a flow controller has been implemented to measure the hydraulic properties of a rock fracture under triaxial pressuring conditions. Two granite samples has been prepared for the laboratory investigations. The...
Main Authors: | KUANG-HUNG CHENG, 鄭光宏 |
---|---|
Other Authors: | 王建力 |
Format: | Others |
Language: | zh-TW |
Published: |
1999
|
Online Access: | http://ndltd.ncl.edu.tw/handle/02067551115618326013 |
Similar Items
-
真三軸應力作用下花崗岩破裂面透水性質之研究
by: Wang Mao Sung, et al.
Published: (2000) -
真三軸應力作用下含孔洞埔里砂岩破壞行為之研究
by: 歐全鎰
Published: (1999) -
真三軸應力路徑下沉泥質黏土之應力-應變-強度行為
by: YU,WEN-FANG, et al.
Published: (1991) -
混凝土梁承受軸力與剪力破裂行為
by: ZHANG,AN-TAI, et al.
Published: (1991) -
岩體破裂面在正應力下之水力參數探討
by: 林松興
Published: (1995)