NDLI: Safety Factors

Content Provider	Springer Nature Link
Author	Fedorovskii, V. G. Il’in, S. V.
Copyright Year	2015
Abstract	Methods of determining the safety factor of slope stability are examined. The method of varying strength characteristics, which in combination with elasto-plastic analysis in accordance with the finite-element method, defines the form of failure and safety factor for stability of a stabilized embankment significantly more precisely, and isolates the forces in the elements of the stabilizing structure (anti-creep structures).
Starting Page	49
Ending Page	56
Page Count	8
File Format	PDF
ISSN	00380741
Journal	Soil Mechanics and Foundation Engineering
Volume Number	52
Issue Number	2
e-ISSN	15739279
Language	English
Publisher	Springer US
Publisher Date	2015-06-09
Publisher Place	New York
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Geotechnical Engineering & Applied Earth Sciences Civil Engineering Geoengineering, Foundations, Hydraulics
Content Type	Text
Resource Type	Article
Subject	Geotechnical Engineering and Engineering Geology Ocean Engineering Soil Science Energy Water Science and Technology

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
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Safety Factors