Effect of changes in matric suction on slope stability in natural unsaturated soil
Stability analyses were performed for a real engineering-geological cross-section of unsaturated Quaternary silt sediments. Unsaturated shear strength is a function of the two stress variables: net normal stress and matric suction. Constitutive equations
Hadži-Niković, Gordana +2 more
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Experimental investigation and predictive model of entire suction range for undisturbed granite residual soil. [PDF]
Zhang Y, Li L, Hu B.
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Temperature-moisture-rainfall effects on internal dump slope stability in a cold-region open-pit coal mine with drainage validation. [PDF]
Wen Y +5 more
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UV-Synthesized Polyacrylamide-Based Polymer Sensor for Measuring Soil-Water Characteristic Curves in Unsaturated Soils. [PDF]
Arinova A +6 more
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Estimation of the shear modulus of unsaturated soils using the capillary model. [PDF]
Wang Z +8 more
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Effects of wet-dry cycles on the bimodal soil-water characteristic curve and unsaturated permeability of granite residual soil. [PDF]
Zhang Y, Gu K, Dou H, Wu Y, Li L.
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Influence of a concrete lattice-vegetation composite revetment on levee slope stability based on an improved SWCC model. [PDF]
Liu S, Gu H, Shen F, Li J.
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Slope displacement forecasting with limited field data using time series model. [PDF]
Al Mahmud I +4 more
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Correlation between clay activity and dynamic properties of intact loess: evidence from microstructure and water-retention capacity. [PDF]
Ding J, Zhao X, Niu S, Wang S.
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Laboratory investigation of wetting induced deformation in unsaturated expansive soil during shield tunnelling in Yangzhou, China. [PDF]
Dai Q, Liu X, Qian H.
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