Volume 11 Issue 4
Apr.  2011
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MA Guoyan, WANG Guijun, CUI Zhifang. 2003: ANALYSIS OF HYDROGEOLOGICAL CONDITION FOR ROCKMASS REINFORCEMENT ENGINEERING. JOURNAL OF ENGINEERING GEOLOGY, 11(4): 421-427.
Citation: MA Guoyan, WANG Guijun, CUI Zhifang. 2003: ANALYSIS OF HYDROGEOLOGICAL CONDITION FOR ROCKMASS REINFORCEMENT ENGINEERING. JOURNAL OF ENGINEERING GEOLOGY, 11(4): 421-427.

ANALYSIS OF HYDROGEOLOGICAL CONDITION FOR ROCKMASS REINFORCEMENT ENGINEERING

  • Received Date: 2003-03-26
  • Rev Recd Date: 2003-08-27
  • Publish Date: 2003-12-22
  • The variability in orientation and inclination of drill for seepage control (reinforcement)engineering is determined by the anisotropy of permeability of jointed rockmass and random of permeability ratio,which also indicates that the assumption that the permeability of rockmass is isotropic is not actual in the design of seepage control.The vector of drill for seepage control should be determined from the joint width and orientation along which the permeability and its ratio are larger.
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  • [1]  马国彦,林秀山著.水利水电工程灌浆与地下水排水
    [M].北京:中国水利水电出版社,2001.1Ma Guoyan,Lin Xiushan.Grouting in Water Conservancy and Hydroelectric Power works and Drainage of Ground Water.Beijing:Chian Water Conservancy and Hydroelectric Power Publishing House,Jun.2001

    [2]  马国彦著.岩体的灌浆排水锚固新论与实践
    [M].北京:中国水利水电出版社。Ma Guoyan.New Theories and Practice of Grouting,Drainage and Anchorage in Rockmass.Beijing:China Water Conservancy and Hydroelectric Power Publishing House

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