Fluid permeability of sedimentary rocks in a complete stress-strain process

Engineering Geology

Volumn 63, Issue 3-4, 2002, Pages 291-300

  Wang, J A ^a,b   Park, H D ^b  

^a UNIVERSITY OF SCIENCE AND TECHNOLOGY BEIJING   (China)

^b Seoul National University   (South Korea)

Author keywords

Complete stress strain process; Ground water flow; Hydraulic conductivity; Permeability; Sedimentary rock

Indexed keywords

COMPACTION; FLOW OF FLUIDS; NUMERICAL METHODS; SEDIMENTARY ROCKS; STRAIN; STRESS CONCENTRATION;

PEAK STRENGTH;

HYDROGEOLOGY;

GROUNDWATER FLOW; HYDRAULIC CONDUCTIVITY; PERMEABILITY; SEDIMENTARY ROCK; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TEST;

EID: 0036501343     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7952(01)00088-6     Document Type: Article

References (22)

1. Permeability of granite under high pressure
2. Modeling of flow on a small fractured monzonitic gneiss block
3. Pore geometry and transport properties of Fontainebleau sandstone
4. Variation of whole and fractured porous rock permeability with confining pressure
5. A laboratory study of the effects of confining pressure on fracture flow and storage capacity in carbonate rocks
6. Permeability-strain equations corresponding to the complete stress-strain path of Yinzhuang sandstone
7. Effect of confining pressure, pore pressure and specimen dimension on permeability of Yinzhuang sandstone
8. Stochastic continuum representation of fractured rock permeability as an alternative to the REV and fracture network concept rock mechanics
9. An investigation of the permeability of Yorkshire chalk under differing pore water and confining pressure conditions
10. Influence of deformation history on permeability and specific storage of Masaverde sandstone
11. Solute transport through fracture networks
12. Effect of stress on permeability of coal
13. Effect of pore pressure and confining pressure on fracture permeability
14. Integral solution for transient fluid flow through a porous medium with pressure-dependent permeability
15. Prediction of water flow into rock tunnels: An analytical solution assuming a hydraulic conductivity gradient
16. The transition from brittle faulting to cataclastic flow: Permeability evolution