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Title

Stability analysis of reinforced and unreinforced slopes subjected to seismic loads

Year: 1396
COI: CCIVIL02_126
Language: EnglishView: 348
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Authors

Ali Ramazan Borujerdi - M.Sc. Student of Civil (Geotechnical) Engineering, Qom University of Technology, Iran
Morteza Jiryaei Sharahi - Assistant Professor, Department of Civil Engineering, Qom University of Technology, Iran

Abstract:

Safety evaluation of natural as well man-made slope under earthquake forces are very important. Different methodshave been developed like limit equilibrium method, finite element method, stress deformation analysis, etc. to analysestability of slopes under seismic conditions. The present work pertains to the pseudo – dynamic safety analysis anddetermination of sliding displacement of slope under earthquake loading using limit equilibrium method. Requiredreinforcement to prevent instability of slopes also computed for a wide range of parameters like soil cohesion, frictionangle, and horizontal and vertical seismic acceleration coefficients. Magnitude of requires reinforcement strengthincreases with increase in each parameter which threatens the stability of the slope.

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Paper COI Code

This Paper COI Code is CCIVIL02_126. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/662102/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Ramazan Borujerdi, Ali and Jiryaei Sharahi, Morteza,1396,Stability analysis of reinforced and unreinforced slopes subjected to seismic loads, 2nd International Conference of Civil Engineering, Architecture and crisis management,Tehran,https://civilica.com/doc/662102

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Scientometrics

The specifications of the publisher center of this Paper are as follows:
Type of center: دانشگاه دولتی
Paper count: 775
In the scientometrics section of CIVILICA, you can see the scientific ranking of the Iranian academic and research centers based on the statistics of indexed articles.

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COI stands for "CIVILICA Object Identifier". COI is the unique code assigned to articles of Iranian conferences and journals when indexing on the CIVILICA citation database.

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