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

Shafna, P. M. / 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

Shafna, P. M. / 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.

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

Shafna, P. M. / 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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Titel:

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

Weitere Titelangaben:

Lecture Notes in Civil Engineering

Beteiligte:

Patel, Satyajit (Herausgeber:in) / Solanki, C. H. (Herausgeber:in) / Reddy, Krishna R. (Herausgeber:in) / Shukla, Sanjay Kumar (Herausgeber:in) / Shafna, P. M. (Autor:in) / Anjana, T. R. (Autor:in)

Erschienen in:

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

Lecture Notes in Civil Engineering ; 133

Erscheinungsdatum:

30.04.2021

Format / Umfang:

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

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

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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