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- W2316808246 abstract "A test on the effect of vertical pressure on the deformation and strength characteristics of undisturbed expansive soil obtained from Ningming (a city in southern Guangxi, China) was conducted during wetting and drying cycles. In addition, the expansion and shrinkage were measured. The testing data indicated that the swelling and shrinking of expansive soil were not completely reversible, and upon repeated wetting and drying, the soil showed signs of fatigue after every cycle resulting in decreased swelling ability. Furthermore, it was noted that the first cycle causes the most reduction in swelling-shrinking potential. As the number of cycles increased, additional reduction was observed until a state of equilibrium was reached. For the Ningming expansive soil, the equilibrium cycle ranged between 3 and 4. Moreover, the vertical pressure in certain range had effects to restrain the swelling-shrinking deformation and the attenuation of shear strength. The higher the vertical pressure, the more obvious the effect was. Therefore, in order to acquire the parameters in accord with the engineering practice, the vertical pressure must be taken into account in the wet-dry cycling test of expansive soils." @default.
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- W2316808246 date "2006-03-17" @default.
- W2316808246 modified "2023-10-16" @default.
- W2316808246 title "The Effect of Vertical Pressure on the Deformation and Strength of Expansive Soil During Cyclic Wetting and Drying" @default.
- W2316808246 doi "https://doi.org/10.1061/40802(189)71" @default.
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