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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM47449

Numerical Study on Stability of Slope Using Geo-Technical Software

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM47449

Volume:

9 |

5 |

May 2025

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM47449

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

PVSG

PROF. VISHAL S. GHUTKE¹

RTG

RIDHI TANAJI GANGREDDIWAR²

APM

ANUSHKA PRAVIN MOON³

PRT

PRANALI RAVINDRA TELANG⁴

HCP

HARSH CHANDRABHUSHAN PRAJAPATI⁵

TTB

TWINKAL TUKADU BARSAGADE⁶

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Abstract

Studying the stability of slopes is crucial in geotechnical Engineering to predict the failure of slope. The software such as plaxis, GeoStudio, Abaqus and Geo5 are used for numerical analysis. The “Abaqus” software is used for numerical analysis on stability of slope. Slope stability is considered as one of the most important sectors which should be addressed properly in Geotechnical engineering. This project investigates and discusses the stability of unreinforced soil mass with different density and different slope angles. It presents the results at 30°, 35°, & 45° and evaluates factor of safety and crest settlement over unreinforced soil slopes subjected to static loading over.

KEYWORDS

Abaqus soil density crest settlement slope inclination factor of safety.

Cite This Article

PROF. VISHAL S. GHUTKE¹, RIDHI TANAJI GANGREDDIWAR², ANUSHKA PRAVIN MOON³, PRANALI RAVINDRA TELANG⁴, HARSH CHANDRABHUSHAN PRAJAPATI⁵, TWINKAL TUKADU BARSAGADE⁶, "Numerical Study on Stability of Slope Using Geo-Technical Software," International Journal of Scientific Research in Engineering and Management, vol. 9, no. 5, May 2025. https://doi.org/10.55041/IJSREM47449

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Publication Date

10/4/2025

Peer Review Type

Double-Blind Peer Review

Review Rounds: 2

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5

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The authors declare no conflict of interest related to this research work.

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