›› 2005, Vol. 26 ›› Issue (9): 1517-1524.

• Fundamental Theroy and Experimental Research • Previous Articles    

Research progress of experimental study on seepage characteristic of fractured rock masses

ZHANG Wen-jie1, ZHOU Chuang-bing1, LI Jun-ping1, 2, LI Xiang-yang1   

  1. 1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China; 2. Jixi University, Jixi 158100, China
  • Received:2004-03-22 Online:2005-09-10 Published:2013-12-30

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Abstract: The researches on seepage characteristic of fractured rock masses under the conditions of single fracture, hydraulic coupling, unsaturated seepage and considering the filled materials are reviewed and analyzed relatively. The results show that the experimental study played a very important role in researching on seepage characteristic of fractured rock masses; the more experiments that can simulate exactly the actual rock fracture should be done; the experiments considering the shear stress and 3-dimensional stress should be emphasized; the fully reasonable experiments of unsaturated flow in fractured rock masses are few now; the research on seepage characteristic of the filled fractured rock masses is more significant and should be strengthened. The available research directions are put forward for the future research on seepage characteristic of fractured rock masses.

Key words: fractured rock masses, seepage, experimental study, hydraulic coupling, unsaturated seepage, filled fracture

CLC Number: 

  • TU 458
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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