Evaluation of earth pressures under any lateral deformation
書誌事項
- タイトル別名
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- Evaluation of Earth Pressure under Any Lateral Deformation.
- Evaluation of Earth Pressure under Any
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Strong dependence of earth pressure coefficient on strain increment ratio was revealed based on triaxial loading tests along different constant strain paths. From this finding, a new methodology was developed for solving earth pressure problems under any boundary strain constraint. Using this method, new earth pressure equations were obtained by extending the formulas of Rankine and Coulomb theories. The equations proposed can be used to determine lateral earth pressures due to normally consolidated cohesionless soil for any lateral deformation between the active and passive states of stress, including the state of rest. Pragmatic charts corresponding to several simple cases were provided for actual design. Simplified methods were also suggested to determine the parameters in the proposed equations and to evaluate the earth pressures for different types of lateral deformation.
収録刊行物
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- 地盤工学会論文報告集
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地盤工学会論文報告集 38 (1), 15-33, 1998
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
- 1390001204610252544
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- NII論文ID
- 110003946116
- 130004247399
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- NII書誌ID
- AN10496056
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- NDL書誌ID
- 4447023
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- ISSN
- 13417452
- 00380806
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- Web Site
- http://id.ndl.go.jp/bib/4447023
- https://ndlsearch.ndl.go.jp/books/R000000004-I4447023
- https://api.elsevier.com/content/article/PII:S003808062031009X?httpAccept=text/xml
- https://api.elsevier.com/content/article/PII:S003808062031009X?httpAccept=text/plain
- http://dl.ndl.go.jp/info:ndljp/pid/10423314
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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
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- NDL-Digital
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