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Influence of structure and water pressure on the hydraulic conductivity of the rock mass around underground excavations

  • Published:2016-03 Issue: Volume:202 Page:74-84
  • ISSN:0013-7952
  • Container-title:Engineering Geology
  • language:en
  • Short-container-title:Engineering Geology

Author:

Huang Zhen,Jiang Zhenquan,Zhu Shuyun,Wu Xianshuai,Yang Lining,Guan Yunzhang

Funder

Fundamental Research Funds

PAPD

Priority Academic Program Development of Jiangsu Higher Education Institutions

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference46 articles.

1. Fracture permeability alteration due to chemical and mechanical process: a coupled high-resolution model;Ameli;Rock Mech. Rock. Eng.,2014

2. A comparison of rock mass disturbance in TBM and drill and blast drivages at the Doonkin Mine, Nova Scotia;Aston;Geotech. Geol. Eng.,1988

3. Hydraulic conductivity characterization of a karst recharge area using water injection test and electrical resistivity logging;Bárbara;Eng. Geol.,2011

4. The excavation damaged zone in clay formations time-dependent behavior and influence on performance assessment;Blümling;Phys. Chem. Earth,2007

5. Fault zone architecture and permeability structure;Caine;Geology,1996
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