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- W2030599255 abstract "A theoretical description of shear instability is presented in a system of equations. It is shown that two types of instability may exist. One of them is dominated by pore pressure softening while the other by strain softening. A criterion combining pore pressure softening, strain hardening, and volume strain coefficient is obtained and practical implications are discussed." @default.
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- W2030599255 date "2000-03-01" @default.
- W2030599255 modified "2023-09-26" @default.
- W2030599255 title "The instability analysis of saturated soil under shear load" @default.
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- W2030599255 doi "https://doi.org/10.1016/s0020-7462(99)00024-4" @default.
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