A third invariant dependent cap model for geological materials.
書誌事項
- タイトル別名
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- A Third Invariant Dependent Cap Model f
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説明
The cap model proposed by DiMaggio and Sandler and subsequently modified by Desai et al. involves only two stress invariants. An extension of this model is proposed herein by incorporating the third stress invariant into the formulation. The model requires only one additional constant which can be obtained from simple laboratory tests. An artificial soil is tested in a truly triaxial device and the stress-strain data obtained from this test program is used to verify the model. Failure surface as well as stress-strain predictions are compared with that of experimental observations. The agreement between predictions and observations are found to be excellent.
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 27 (2), 12-20, 1987
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
- 1390001204611084416
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- NII論文ID
- 110003985167
- 130003915762
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- NII書誌ID
- AN00173174
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- NDL書誌ID
- 3128069
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- ISSN
- 03851621
- 00380806
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- Web Site
- http://id.ndl.go.jp/bib/3128069
- https://ndlsearch.ndl.go.jp/books/R000000004-I3128069
- https://api.elsevier.com/content/article/PII:S003808062031920X?httpAccept=text/xml
- https://api.elsevier.com/content/article/PII:S003808062031920X?httpAccept=text/plain
- http://dl.ndl.go.jp/info:ndljp/pid/10448846
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- 本文言語コード
- en
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