Field experiment on the water immersion characteristics of graded gravel-sandwich subgrade structure. [PDF]
Wu G, Yue X, Bai Y, Xie Y.
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A CEL simulation approach for penetration-leveling of the multi-bucket foundation incorporating the temperature analogy method. [PDF]
Gao K, Cheng Z, Yu K, Qiu Y.
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A modified elastoplastic damage structural constitutive model of unsaturated Q<sub>3</sub> undisturbed loess. [PDF]
Zhang J, Chong X, Yao Z, Wei Y, Liu M.
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Penicurvularins A and B, macrolides from an ascomycete fungus <i>Alternaria</i> sp. [PDF]
Fu P +5 more
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Macro-micro deformation characteristics of undisturbed loess under different hydraulic paths. [PDF]
Fu W, Shao S, She F, Luo A, Zhao Z.
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Assessment of Lasso and Ridge models for soil swelling potential prediction. [PDF]
Bility MT +4 more
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Study on the combination of lime and lignin in the improvement of mechanical properties of loess in Ili area, China. [PDF]
Liang S, Zhang Z, Hu X, Jia J, Lv S.
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Evaluation of strength characteristics of artificial permafrost based on electrical resistivity. [PDF]
Li Z, Shen W, Chu Y, Chen Y, Yan C.
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Factor of safety prediction for high road embankments using mixed effects random forest and bee colony optimization. [PDF]
Boufarh R, Boursas F, Bakri M, Djabri A.
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Passive earth pressure analysis considering hydraulic and mechanical hysteresis for unsaturated soil. [PDF]
Shwan BJ.
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