An improved model for hydromechanical coupling during shearing of rock joints

Author:

Olsson R,Barton N

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference26 articles.

1. Validity of cubic law for a deferrable rock fracture;Witherspoon;Water Resources Res,,1980

2. Elliot GM, Brown ET, Boodt PI, Hudson JA. Hydromechanical behaviour of the Carnmenellis granite, S.W. England. In: Stephansson O, editor. Conference Proceedings, International Symposium on Fundamentals of Rock Joints. Sweden: Björkliden, 1985. p. 249–58.

3. Hydro-thermo-mechanical properties of joints in the Carnmenellis granite;Zhao;Quart J Engng Geol,1992

4. Larsson E. Groundwater flow through a natural fracture — flow experiments and numerical modelling. Licentiate Thesis, Department of Geology, Chalmers University of Technology, Gothenburg, Sweden, Publ. A 82, 1997.

5. Pine RJ. Rock joint and rock mass behaviour during pressurised hydraulic injection. Ph.D. Thesis, Camborne School of Mines, Cornwall, UK, 1986.

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