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- W919476032 abstract "The cyclic threshold shear strain () can be defined as the strain above which the pore water pressure increases under undrained condition and/or the modulus and damping values vary with the number of loading cycles. In this paper, the cyclic threshold shear strains are intensively investigated on sands using torsional shear tests. The Stokoe-type torsional shear equipment was modified to saturate the specimen and to maintain the B-value above 0.99 during the test. Two types of sands, Geum-gang and Toyoura sands, were collected and tested at various densities, drainage conditions, and mean effective stresses. Based on the test results, the cyclic threshold shear strains above which pore water pressure increases and/or shear modulus and damping ratio vary with the number of cycle, were determined and the effects of soil type, relative density, and mean effective stress on the cyclic threshold shear strains were investigated." @default.
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- W919476032 date "2004-01-01" @default.
- W919476032 modified "2023-09-23" @default.
- W919476032 title "Cyclic Threshold Shear Strains of Sands Based on the Buildup of Pore Water Pressure and Variations of Deformation Characteristics" @default.
- W919476032 hasPublicationYear "2004" @default.
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