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Fourth report on investigation of stress-deformation and strength characteristics of compacted clays
Triaxial tests were made on compacted Canyon Dam clay to investigate effects of time-of-loading on stress-deformation and strength characteristics at constant water content; direct shear S tests to investigate effects of time-of-loading on stress-deformation and strength characteristics of Canyon Dam clay; pore water migration in compacted Canyon Dam clay specimens at constant water content.
Fourth report on investigation of stress-deformation and strength characteristics of compacted clays
Triaxial tests were made on compacted Canyon Dam clay to investigate effects of time-of-loading on stress-deformation and strength characteristics at constant water content; direct shear S tests to investigate effects of time-of-loading on stress-deformation and strength characteristics of Canyon Dam clay; pore water migration in compacted Canyon Dam clay specimens at constant water content.
Fourth report on investigation of stress-deformation and strength characteristics of compacted clays
Harvard Univ -- Soil Mechanics Ser 74
Casagrande, A. (author) / Poulos, J. (author)
1964
82 pages
Article (Journal)
English
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