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    Generalized Three-Dimensional Slope Stability Analysis of Soil Using Plaxis 3D

    New search for: Patel, Satyajit
    New search for: Solanki, C. H.
    New search for: Reddy, Krishna R.
    New search for: Shukla, Sanjay Kumar
    New search for: Shafna, P. M.
    New search for: Anjana, T. R.

    Slope stability analysis requires sound geotechnical knowledge as well as sophisticated computer code for the design. The set of simplified design charts for analyzing the stability of soil slopes is developed by conducting a number of three-dimensional slope stability analysis using finite element code Plaxis 3D. Three-dimensional slope stability analysis was done for homogeneous clay under varying cohesion in different slope height. Also, the variations factors of safety for dry and partially saturated condition were compared. It is observed that the factor of safety increases when cohesion increases and decreases with increase in slope height.

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    Generalized Three-Dimensional Slope Stability Analysis of Soil Using Plaxis 3D

    New search for: Patel, Satyajit
    New search for: Solanki, C. H.
    New search for: Reddy, Krishna R.
    New search for: Shukla, Sanjay Kumar
    New search for: Shafna, P. M.
    New search for: Anjana, T. R.

    Slope stability analysis requires sound geotechnical knowledge as well as sophisticated computer code for the design. The set of simplified design charts for analyzing the stability of soil slopes is developed by conducting a number of three-dimensional slope stability analysis using finite element code Plaxis 3D. Three-dimensional slope stability analysis was done for homogeneous clay under varying cohesion in different slope height. Also, the variations factors of safety for dry and partially saturated condition were compared. It is observed that the factor of safety increases when cohesion increases and decreases with increase in slope height.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Generalized Three-Dimensional Slope Stability Analysis of Soil Using Plaxis 3D

    New search for: Patel, Satyajit
    New search for: Solanki, C. H.
    New search for: Reddy, Krishna R.
    New search for: Shukla, Sanjay Kumar
    New search for: Shafna, P. M.
    New search for: Anjana, T. R.

    Slope stability analysis requires sound geotechnical knowledge as well as sophisticated computer code for the design. The set of simplified design charts for analyzing the stability of soil slopes is developed by conducting a number of three-dimensional slope stability analysis using finite element code Plaxis 3D. Three-dimensional slope stability analysis was done for homogeneous clay under varying cohesion in different slope height. Also, the variations factors of safety for dry and partially saturated condition were compared. It is observed that the factor of safety increases when cohesion increases and decreases with increase in slope height.

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    Title:

    Generalized Three-Dimensional Slope Stability Analysis of Soil Using Plaxis 3D

    Additional title:

    Lecture Notes in Civil Engineering

    Contributors:

    Patel, Satyajit (editor) / Solanki, C. H. (editor) / Reddy, Krishna R. (editor) / Shukla, Sanjay Kumar (editor) / Shafna, P. M. (author) / Anjana, T. R. (author)

    Published in:

    Proceedings of the Indian Geotechnical Conference 2019 ; Chapter: 64 ; 745-752

    Lecture Notes in Civil Engineering ; 133

    Publication date:

    2021-04-30

    Size:

    8 pages

    ISBN:

    978-981-33-6346-5 , 978-981-33-6345-8

    ISSN:

    2366-2565 , 2366-2557

    DOI:

    https://doi.org/10.1007/978-981-33-6346-5_64

    Type of media:

    Article/Chapter (Book)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Slope stability , Finite element analysis , PLAXIS 3D Engineering , Geoengineering, Foundations, Hydraulics , Geotechnical Engineering & Applied Earth Sciences , Building Construction and Design , Soil Science & Conservation

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