Some measurements of the permeability of kaolin

Geotechnique

Volumn 37, Issue 4, 1987, Pages 499-514

  Al Tabbaa, A ^a   Wood, D M ^b  

^a UNIVERSITY OF GLASGOW   (United Kingdom)

^b NONE

Author keywords

anisotropy; apparatus; clay; laboratory; permeability

Indexed keywords

CLAY - PERMEABILITY, MECHANICAL;

ANISOTROPY; FALLING HEAD PERMEABILITY TESTS; MODIFIED OEDOMETER;

KAOLIN;

EID: 0023590603     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.1987.37.4.499     Document Type: Article

References (3)

1. Atkinson, J. H., Evans, J. S. & Ho, E. W. L. (1985). Non-uniformity of triaxial samples due to consolidation with radial drainage. Géotechnique 35, No. 3, 353-355.
2. Gibson, R. E., Knight, K. & Taylor, P. W. (1963). A critical experiment to examine theories of threedimensional consolidation. Proc. Eur. Conf. Soil Mech. Fdn Engng, Wiesbaden 1, 69-76.
3. Pane, V., Croce, P., Znidarcic, D., Ko, H.-Y., Olsen, H. W. & Schiffman, R. L. (1983). Effects of consolidation on permeability measurements for soft clay. Géotechnique 33, No. 1, 67-72.