Research of unsaturated strength characteristics for root-soil composite under different water content conditions. [PDF]
Wang X +5 more
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Sensitivity analysis of VG model parameters for infiltration in undisturbed loess under ponding conditions using the HYDRUS-1D model. [PDF]
Wang X, Huang Z, Qin H, Dai F.
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Experimental study on microstructure characteristics of saturated remolded cohesive soil during consolidation. [PDF]
Zheng J +5 more
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Permeability of silty clay and its prediction model based on NMR T<sub>2</sub> double cutoff value. [PDF]
Zhao X, Chen C, Wang X.
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Dynamic structural characteristics and vibration susceptibility of Tongren loess under the influence of water content and confining pressure. [PDF]
Guo C, Ren S, Tan Y, Shen Y.
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Distributed Optical Fiber Strain Sensing for Monitoring Rainfall-Induced Deformation of Landslide-Prone Soil Slopes: A Physical Model Test. [PDF]
Cheng L +8 more
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A power-exponential secant modulus model for the compression and settlement behavior of compacted loess fill. [PDF]
Li Z, Ren S, Shen A, Ni W, Zhong Q.
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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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Failure characteristics of unsaturated intact loess under different hydraulic pathways. [PDF]
Fu W, Shao S, Luo A, Li T, Zhao Z.
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Evolutional law and elastoplastic constitutive model of structural loess considering moisture contents. [PDF]
Zhu H +5 more
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