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Title: Solving the stability problem of vertical slope according to the effective stress field
Authors: Do, Thang
Issue Date: 2019
Series/Report no.: CIGOS 2019, Innovation for Sustainable Infrastructure, pp.835-840; https://doi.org/10.1007/978-981-15-0802-8_133
Abstract: The deformation of soil as well as its shear strength depends on the effective stress. In this paper, a new direct method has been developed to determine the effective stress field in soil based on the shear potential. The method allows solving the stability problem of vertical slope.
URI: http://tailieuso.tlu.edu.vn/handle/DHTL/9006
Appears in Collections:Các bài báo của GV Trường ĐHTL
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