Soil mechanical behavior does not agree with the elastic theory, but complies with Mohr-Coulomb yield criterion and Terzaghi’s effective stress principle. 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.
Solving the stability problem of vertical slope according to the effective stress field
Lecture Notes in Civil Engineering
2019-10-11
6 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
effective stress field , shear potential , stability problem , vertical slope Engineering , Geoengineering, Foundations, Hydraulics , Sustainable Development , Landscape/Regional and Urban Planning , Structural Materials , Building Construction and Design , Transportation Technology and Traffic Engineering
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