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Effect of strain-rate upon undrained shear resistance of saturated remoulded fat clay
Normally consolidated specimens were tested in triaxial compression using 2 strain-rates, 1% strain in 1 min and 1% strain in 500 min; in some tests, rate-of-strain was changed during shear; pore pressures were measured at center of specimen, and possible effects of internal moisture migration were studied; peak shear resistance increased about 10% in passing from slow to fast strain-rate; at small strains, resistance increased as much as 100%.
Effect of strain-rate upon undrained shear resistance of saturated remoulded fat clay
Normally consolidated specimens were tested in triaxial compression using 2 strain-rates, 1% strain in 1 min and 1% strain in 500 min; in some tests, rate-of-strain was changed during shear; pore pressures were measured at center of specimen, and possible effects of internal moisture migration were studied; peak shear resistance increased about 10% in passing from slow to fast strain-rate; at small strains, resistance increased as much as 100%.
Effect of strain-rate upon undrained shear resistance of saturated remoulded fat clay
Geotechnique
Richardson, Jr., A.M. (author) / Whitman, R.V. (author)
Geotechnique ; 13
1963
15 pages
Article (Journal)
English
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