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.


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    Titel :

    Solving the stability problem of vertical slope according to the effective stress field


    Weitere Titelangaben:

    Lecture Notes in Civil Engineering


    Beteiligte:
    Ha-Minh, Cuong (Herausgeber:in) / Dao, Dong Van (Herausgeber:in) / Benboudjema, Farid (Herausgeber:in) / Derrible, Sybil (Herausgeber:in) / Huynh, Dat Vu Khoa (Herausgeber:in) / Tang, Anh Minh (Herausgeber:in) / Thang, Do (Autor:in)


    Erscheinungsdatum :

    2019-10-11


    Format / Umfang :

    6 pages





    Medientyp :

    Aufsatz/Kapitel (Buch)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




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