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- W2362994208 abstract "The testing technique of pore pressure in unsaturated soils and axis parallel translation technique is introduced. The plane strain constant stress ratio-unloading test of undisturbed expansive soils taken from Nanyang, Henan Province, is carried out imitating the stress condition of excavated slope, using the true triaxial apparatus equipment refitted. The pore pressures in sample are measured during the process of sample be sheared. The variation of matric suction in expansive soils is analyzed. The test results indicate that the matric suction in undisturbed unsaturated expansive soils is not only related with soil stress state, but also with soil's strain, suction stabilization in soils is being hysteresis. The suction in soils not only depend on σ_1,σ_3 in soils, but on (σ_1-σ_3)state in soils." @default.
- W2362994208 created "2016-06-24" @default.
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- W2362994208 date "2004-01-01" @default.
- W2362994208 modified "2023-09-25" @default.
- W2362994208 title "Character of undisturbed unsaturated expensive soil under plane-strain test" @default.
- W2362994208 hasPublicationYear "2004" @default.
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