Extreme load of soils reinforced by columns: the case of an isolated column.
Bibliographic Information
- Other Title
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- Extreme Load of Soils Reinforced by Col
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Description
The improvement of bearing capacity for soft purely cohesive soils reinforced by columns was studied. Using the Yield Design theory, the extreme load of an isolated column was determined based on the plane strain assumption, and then in axisymmetry. Two loading cases were considered, and the influence of gravity was investigated. In order to ensure the improvement of the soil's bearing capacity, the minimum values of the mechanical characteristics of the column material are identified. Quasi-exact values and acceptable bounds for the extreme load were compared to results presented in the literature. The method developed here is considered relevant for better performance.
Journal
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- SOILS AND FOUNDATIONS
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SOILS AND FOUNDATIONS 35 (1), 21-35, 1995
The Japanese Geotechnical Society
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Details 詳細情報について
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- CRID
- 1390001204611773568
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- NII Article ID
- 110003960098
- 130003916059
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- NII Book ID
- AN00173174
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- NDL BIB ID
- 3610662
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- ISSN
- 03851621
- 00380806
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- Web Site
- http://id.ndl.go.jp/bib/3610662
- https://ndlsearch.ndl.go.jp/books/R000000004-I3610662
- https://api.elsevier.com/content/article/PII:S0038080620312695?httpAccept=text/xml
- https://api.elsevier.com/content/article/PII:S0038080620312695?httpAccept=text/plain
- http://dl.ndl.go.jp/info:ndljp/pid/10449721
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- Text Lang
- en
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- Data Source
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- JaLC
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- NDL Digital Collections (NII-ELS)
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- Abstract License Flag
- Disallowed