Special laboratory tests in shale

9th ISRM Congress

Volumn , Issue , 1999, Pages 795-800

  Wong, R C K ^a  

^a UNIVERSITY OF CALGARY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

ROCK MECHANICS;

ENVIRONMENTAL LOADS; LABORATORY TEST; MASS BALANCE EQUATIONS; MECHANICAL-HYDRAULIC-CHEMICAL; MICRO-STRUCTURAL; STRESS AND STRAIN; SWELLING PROCESS; TIME DEPENDENT;

SHALE;

EID: 85054560157     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (9)

1. Bennett, T.H. And Hulbert, N.H. 1986. Clay microstnicture. IHRDC, Boston.
2. Collins, K. 1984. Characterization of expansive soil microfabric. Proceedings, 5th International Conference on Expansive Soils, Adelaide, pp. 177-185.
3. Gens, A. And Alonso, E. E. 1992. A framework for the behaviour of unsaturated expansive clays. Canadian Geotechnical Journal, 29: 1013-1032.
4. Haddad, F. 1998. Chemically induced swelling in shale. M.Sc. Thesis, Department of Civil Engineering, The University of Calgary, Calgary, Alberta, in press.
5. Hueckel, T. A. 1992. Water-mineral interaction in hygromechanics of clays exposed to environmental loads: a mixture-theory approach. Canadian Geotechnical Journal, 29: 1071-1086.
6. Low, P. F. 1961. Physical chemistry of clay-water interaction. Advances in Agronomy, Vol. 13, pp. 269-327, Academic, New York.
7. Olson, R.E. And Mesri, G. 1970. Mechanisms controlling the compressibility of clay. Journal of Soil Mechanics and Foundation Division, ASCE, 96(6): 1863-1878.
8. Smith, R.J. And Wong, R.C.K. 1996. A mathematical framework for the osmotic swelling mechanism in clay shale. 49th Canadian Geotechnical Conference, St. John's, Newfoundland, pp. 385-392.
9. Stepkowska, E. T. 1990. Aspects of the clay/electrolyte/water system with special reference to the geotechnical properties of clays. Engineering Geology, 28: 249-268.