A new method for predicting the shear strength of loess based on moisture content and large and medium pore volume. [PDF]
Sci RepZhang Y, Zhou C, Bian M, Li Z, Fan X.
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Stability evaluation of high-bench dumps considering the effects of disordered particle arrangements. [PDF]
Sci RepAi X, Chen Y, Huang Y.
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A nonlinear strength criterion for rock based on the peak value of deviatoric stress under conventional triaxial compression. [PDF]
Sci RepPeng Z, Lu Y, Zeng Y, Zhuo K.
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A novel geotechnical approach: non-destructive prediction of strength and swelling behavior of nano-alumina and cement stabilized clays using ultrasonic pulse velocity. [PDF]
Sci RepAzizi G +2 more
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Effects of gravel columns on static and dynamic properties of sand: a laboratory investigation. [PDF]
Sci RepYang G, Gao J, Zhang Y, Feng Q.
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An experimental exploration on the creep behaviour of fine-grained soils containing diatoms microfossils and insight into microstructure evolution. [PDF]
Sci RepZhang Y, Lin H, Li J, Chen K, Liu J.
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Development of an elastoplastic constitutive model for expansive soil under drying-wetting and freezing-thawing cycles. [PDF]
Sci RepZhang H, Yang M, Cui Z.
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Study on Water Seepage Characteristics of Coal under Triaxial Stress Based on Computed Tomography Reconstruction and Three-Dimensional Printing. [PDF]
ACS OmegaCui S, Chu X, Liu J.
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Study on variation law of rock mass dilatancy and stress threshold during loading and unloading. [PDF]
Sci RepDu Y, Wang L, Chen F, Wang K.
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Macro-Meso Damage Mechanism of Sandstone Under Wet-Dry Cycles: A Study Based on Nuclear Magnetic Resonance Technology. [PDF]
Materials (Basel)Wei Y, Niu F, Zhu S, Zhang J.
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