Variational and traditional rigorous slope stability analyses: Comparison of safety factors.
書誌事項
- タイトル別名
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- Variational and Traditional Rigorous Sl
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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.
収録刊行物
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- 土質工学会論文報告集
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土質工学会論文報告集 33 (3), 139-145, 1993
公益社団法人 地盤工学会
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詳細情報 詳細情報について
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- CRID
- 1390001204611389312
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- NII論文ID
- 110003960014
- 130003916013
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- NII書誌ID
- AN00173174
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- NDL書誌ID
- 3835185
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- ISSN
- 03851621
- 00380806
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- 本文言語コード
- en
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- データソース種別
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- JaLC
- NDL
- Crossref
- NDL-Digital
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可