Numerical investigation of Hill slope instability due to seepage and anthropogenic activities (Record no. 8607)

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fixed length control field a
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control field OSt
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control field 20190322095349.0
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fixed length control field 190322b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 8193
Author Talukdar, Priyanka
245 ## - TITLE STATEMENT
Title Numerical investigation of Hill slope instability due to seepage and anthropogenic activities
250 ## - EDITION STATEMENT
Volume, Issue number Vol. 48(3), September
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. New York
Name of publisher, distributor, etc. Springer
Year 2018
300 ## - PHYSICAL DESCRIPTION
Pagination 585-594p.
520 ## - SUMMARY, ETC.
Summary, etc. Stability analysis of slopes susceptible to different types of failure can be conducted using various prevalent techniques. Traditional limit-equilibrium (LEM) techniques, in spite of their recognized limitations, are the most commonly used evaluation methods. In this study, a finite element (FE) based stability analysis is adopted to assess the failure of an existing naturally stable stratified hill-slope located in the Umrangso region at Dima Hasao district of Assam, India. This paper illustrates the development of a FE model using Geostudio to simulate the real-field scenario of the progressive construction of various industrial manufacturing units which resulted in a massive mass movement of the slope. Cross-validation of the results from numerical analyses with that of the in situ observations successfully helped in the back-estimation of the most probable subsurface stratigraphy and location of water table at the site. The triggering stimulus that led to the instability of the slope has been aptly identified to be the addition of the workshop building load, which resulted in the drastic reduction of factor of safety (FoS) from 2.11 to 0.97. The seepage of rain water along the slope further aggravated the condition resulting in deformations that nearly approached the toe of the hill slope.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4621
Topical term or geographic name entry element Civil Engineering
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 8194
Co-Author Bora, Ruplekha
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 8180
Co-Author Dey, Arindam
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Switzerland Springer
Title Indian geotechnical journal
International Standard Serial Number 0971-9555
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://link.springer.com/article/10.1007/s40098-017-0272-4
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Koha item type Articles Abstract Database
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Permanent Location Current Location Shelving location Date acquired Barcode Date last seen Price effective from Koha item type
          School of Engineering & Technology School of Engineering & Technology Archieval Section 2019-03-29 2018255 2019-06-10 2019-03-29 Articles Abstract Database
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