Results 81 to 90 of about 1,019 (183)

Hydro-mechanical coupling and microstructural evolution mechanism of expansive soil under full suction range. [PDF]

Sci Rep
Wang D, Li M, Wang Z.
europepmc   +1 more source

Experimental investigation and predictive model of entire suction range for undisturbed granite residual soil. [PDF]

Sci Rep
Zhang Y, Li L, Hu B.
europepmc   +1 more source

Estimation of the shear modulus of unsaturated soils using the capillary model. [PDF]

Sci Rep
Wang Z, Zhai Q, Zhu Y, Rahardjo H, Satyanaga A, Dai G, Qian L, Liu X, Wang T.   +8 more
europepmc   +1 more source

Effects of wet-dry cycles on the bimodal soil-water characteristic curve and unsaturated permeability of granite residual soil. [PDF]

PLoS One
Zhang Y, Gu K, Dou H, Wu Y, Li L.
europepmc   +1 more source

Influence of a concrete lattice-vegetation composite revetment on levee slope stability based on an improved SWCC model. [PDF]

Sci Rep
Liu S, Gu H, Shen F, Li J.
europepmc   +1 more source

Slope displacement forecasting with limited field data using time series model. [PDF]

Sci Rep
Al Mahmud I, Li Y, Zohuruzzaman AQM, Shifat SE, Khan S.   +4 more
europepmc   +1 more source

Correlation between clay activity and dynamic properties of intact loess: evidence from microstructure and water-retention capacity. [PDF]

Sci Rep
Ding J, Zhao X, Niu S, Wang S.
europepmc   +1 more source

Laboratory investigation of wetting induced deformation in unsaturated expansive soil during shield tunnelling in Yangzhou, China. [PDF]

Sci Rep
Dai Q, Liu X, Qian H.
europepmc   +1 more source

Probabilistic slope stability assessment of variably saturated overburden dump slopes. [PDF]

Sci Rep
Kumar A, Anand A, Singh RV, Hasnain SMM, Agrawal R, Maurya P, Kumar R.   +6 more
europepmc   +1 more source

Predicting unsaturated soil hydraulic conductivity during drying and wetting processes with a statistical physical model. [PDF]

Sci Rep
Usowicz B, Lipiec J.
europepmc   +1 more source