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Frontiers of Structural and Civil Engineering >> 2020, Volume 14, Issue 6 doi: 10.1007/s11709-020-0674-8
Effect of a less permeable stronger soil layer on the stability of non-homogeneous unsaturated slopes
Department of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, India
Abstract
Keywords
non-homogeneous slope ; stronger soil layer ; factor of safety ; centrifuge model test ; unsaturated soils
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