Variational and traditional rigorous slope stability analyses: Comparison of safety factors.
Bibliographic Information
- Other Title
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- Variational and Traditional Rigorous Sl
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Abstract
The main objective of this paper is to compare safety factors obtained from Morgenstern-Price, Janbu and Spencer methods with the factors calculated from the modified variational approach (Leshchinsky and Huang, 1992a). Such comparison is essential since there is no mathematical proof that the variational analysis indeed yields a minimum and thus, physically produce significant results. The safety factors compared well, indicating the variational analysis is on a par with acceptable existing rigorous methods. Availability of a user-friendly computer code may make the variational analysis useful to practicing engineers. However, its greatest potential at the moment is in 3-D applications; i.e., unlike other methods, its extension to 3-D is straightforward.
Journal
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- SOILS AND FOUNDATIONS
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SOILS AND FOUNDATIONS 33 (3), 139-145, 1993
The Japanese Geotechnical Society
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Details 詳細情報について
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- CRID
- 1390001204611389312
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- NII Article ID
- 110003960014
- 130003916013
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- NII Book ID
- AN00173174
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- NDL BIB ID
- 3835185
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- ISSN
- 03851621
- 00380806
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- Web Site
- http://id.ndl.go.jp/bib/3835185
- https://ndlsearch.ndl.go.jp/books/R000000004-I3835185
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- https://api.elsevier.com/content/article/PII:S0038080620314025?httpAccept=text/plain
- http://dl.ndl.go.jp/info:ndljp/pid/10449571
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- Text Lang
- en
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- Data Source
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- JaLC
- NDL
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- NDL-Digital
- CiNii Articles
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- Abstract License Flag
- Disallowed