Static and dynamic analysis of mansa devi hill landslide using flac3D

Slope movements are dynamic phenomenon which are complex in time and space. Slope failure generally occur in hilly regions like Himalayas. It is dangerous because of the sudden movement of the slope-forming material called as landslide. The advancement in defining the characteristics of complex rock...

Full description

Saved in:
Bibliographic Details
Main Authors: Islam, S., Abdullah, R. A. B., Mallick, J.
Format: Article
Published: IAEME Publication 2017
Subjects:
Online Access:http://eprints.utm.my/id/eprint/81347/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.utm.81347
record_format eprints
spelling my.utm.813472019-08-04T04:47:56Z http://eprints.utm.my/id/eprint/81347/ Static and dynamic analysis of mansa devi hill landslide using flac3D Islam, S. Abdullah, R. A. B. Mallick, J. TA Engineering (General). Civil engineering (General) Slope movements are dynamic phenomenon which are complex in time and space. Slope failure generally occur in hilly regions like Himalayas. It is dangerous because of the sudden movement of the slope-forming material called as landslide. The advancement in defining the characteristics of complex rock slope failure using numerical techniques have proved to be important tool for understanding the processes involved and the associated calamaties. The present study mainly deals with the Static dynamic analysis of Mansa Devi hill landslide, Haridwar, Uttarakhand, India. The area experiences local as well as regional slides every year. The digital elevation model is made and Laboratory experiments were conducted to determine the various mechanical property of rock mass. The geotechnical parameters have been used as input for the numerical simulation of slope using FLAC3D. For dynamic analysis a sinusoidal wave of frequency 2 Hz and acceleration of amplitude 0.02 applied to model and observation was taken at 5, 10 and 15 second. The displacement along all the three direction and stresses along critical xx and zz direction have been calculated. Finally factor of safety of study area is calculated. The study indicates that slope at the higher height along the slope is unstable and it is stable at the lower height. The effects of instability have been thoroughly considered. IAEME Publication 2017 Article PeerReviewed Islam, S. and Abdullah, R. A. B. and Mallick, J. (2017) Static and dynamic analysis of mansa devi hill landslide using flac3D. International Journal of Civil Engineering and Technology, 8 (11). pp. 631-643. ISSN 0976-6308
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Islam, S.
Abdullah, R. A. B.
Mallick, J.
Static and dynamic analysis of mansa devi hill landslide using flac3D
description Slope movements are dynamic phenomenon which are complex in time and space. Slope failure generally occur in hilly regions like Himalayas. It is dangerous because of the sudden movement of the slope-forming material called as landslide. The advancement in defining the characteristics of complex rock slope failure using numerical techniques have proved to be important tool for understanding the processes involved and the associated calamaties. The present study mainly deals with the Static dynamic analysis of Mansa Devi hill landslide, Haridwar, Uttarakhand, India. The area experiences local as well as regional slides every year. The digital elevation model is made and Laboratory experiments were conducted to determine the various mechanical property of rock mass. The geotechnical parameters have been used as input for the numerical simulation of slope using FLAC3D. For dynamic analysis a sinusoidal wave of frequency 2 Hz and acceleration of amplitude 0.02 applied to model and observation was taken at 5, 10 and 15 second. The displacement along all the three direction and stresses along critical xx and zz direction have been calculated. Finally factor of safety of study area is calculated. The study indicates that slope at the higher height along the slope is unstable and it is stable at the lower height. The effects of instability have been thoroughly considered.
format Article
author Islam, S.
Abdullah, R. A. B.
Mallick, J.
author_facet Islam, S.
Abdullah, R. A. B.
Mallick, J.
author_sort Islam, S.
title Static and dynamic analysis of mansa devi hill landslide using flac3D
title_short Static and dynamic analysis of mansa devi hill landslide using flac3D
title_full Static and dynamic analysis of mansa devi hill landslide using flac3D
title_fullStr Static and dynamic analysis of mansa devi hill landslide using flac3D
title_full_unstemmed Static and dynamic analysis of mansa devi hill landslide using flac3D
title_sort static and dynamic analysis of mansa devi hill landslide using flac3d
publisher IAEME Publication
publishDate 2017
url http://eprints.utm.my/id/eprint/81347/
_version_ 1643658683616329728
score 13.223943