Physical and mechanical properties of a compacted silty sand with low bentonite fraction
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[1] D. W. Hight,et al. The undrained behaviour of clayey sands in triaxial compression and extension , 1990 .
[2] Robert P. Chapuis,et al. SAND-BENTONITE LINERS: PREDICTING PERMEABILITY FROM LABORATORY TESTS , 1990 .
[3] Alec Westley Skempton,et al. Notes on the compressibility of clays , 1944, Quarterly Journal of the Geological Society of London.
[4] A. W. Bishop,et al. A hydraulic triaxial apparatus for controlled stress path testing , 1975 .
[5] E. Selig,et al. Preparing Test Specimens Using Undercompaction , 1978 .
[6] D. W. Hight,et al. A SIMPLE PIEZOMETER PROBE FOR THE ROUTINE MEASUREMENT OF PORE PRESSURE IN TRIAXIAL TESTS ON SATURATED SOILS , 1982 .
[7] Stefano Aversa,et al. Improvements to a stress-path triaxial cell , 1995 .
[8] H. Pincus,et al. Permeability and Compressibility Behavior of Bentonite-Sand/Soil Mixes , 1995 .
[9] T. C. Kenney,et al. Hydraulic conductivity of compacted bentonite–sand mixtures , 1992 .
[10] J. H. Atkinson,et al. Non-uniformity of triaxial samples due to consolidation with radial drainage , 1985 .
[11] Richard J. Jardine,et al. The measurement of soil stiffness in the triaxial apparatus , 1984 .
[12] High-pressure triaxial testing on the canadian reference buffer material , 1990 .
[13] D. J. Dappolonia. Soil-Bentonite Slurry Trench Cutoffs , 1980 .
[14] J. B. Burland,et al. Discussion: The measurement of soil stiffness in the triaxial apparatus , 1985 .
[15] Gholamreza Mesri,et al. Time and Stress-Compressibility Interrelationship , 1977 .
[16] R. Gillham,et al. Diffusion of nonreactive and reactive solutes through fine-grained barrier materials , 1984 .
[17] D. Wood. Soil Behaviour and Critical State Soil Mechanics , 1991 .
[18] J. Graham,et al. Strength and volume change behaviour of a sand–bentonite mixture , 1989 .