CRITIC-Entropy-Weighted TOPSIS-Based Mix Ratio Optimization of Carbide Slag-Polypropylene Fiber-Modified Expansive Soil. [PDF]
Chen J, Wei X, Nie Y, Chen A, Shi X.
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Resilient modulus characteristics and model prediction of cement phosphogypsum under dry-wet cycling conditions. [PDF]
Gan W, Chen K, Chen J, Chen Y, Deng S.
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Sustainable Stabilization of Silty Sand Using Recycled Industrial Polymer Reinforcement with a Hybrid Lime-Cement Binder. [PDF]
Lounas A +3 more
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Frost heave behavior of coarse-grained materials for high-speed railways subgrade: experimental analysis and machine learning predictive modeling. [PDF]
Li S +7 more
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Experimental evaluation of strength and resilient modulus of expansive subgrade stabilized with cement and pumice. [PDF]
Tanyıldızı M.
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Strength behaviour of Clayey Soil modified with processed periwinkle shell ash. [PDF]
Assam SA, Agunwamba JC, Akpabio MU.
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Dynamic characteristics and adaptability research of high-speed railway roadbed with silt-cement improved aeolian sand. [PDF]
Li X +6 more
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Experimental study on the engineering performance of LSP stabilized expansive soil under cyclic drying-wetting condition. [PDF]
Qin L, Li J, Zha F, Xu L, Kang B.
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Field investigation of the bearing behavior of grouted gravel pile composite foundations in Karst Terrain. [PDF]
Zhang L, Yan C, Jiang C.
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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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