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[3] Measurement and modelling of stress-dependent water permeability of collapsible loess in ChinaEngineering Geology,2020,266(105393
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[4] Change in pore-size distribution of collapsible loess due to loading and inundatingActa Geotechnica,2019,15(5):1081-1094
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[5] A new superlinear viscoplastic shear model for accelerated rheological deformationComputers and Geotechnics,2019,114(103132
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[7] Experimental study of loess disintegration characteristicsEarth Surface Processes and Landforms,2019,44(6):1317-1329
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[8] Study on the deformation and failure modes of filling slope in loess filling engineering: a case study at a loess mountain airportLandslides,2018,15(12):2423-2435
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[9] Changes in tensile strength and microstructure of loess due to vibrationJournal of Asian Earth Sciences,2019,169(1):298-307
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[10] Evolution of pore-size distribution of intact loess and remolded loess due to consolidation.Journal of Soils and Sediments,2018,19(3):1226-1238