Pile End-Bearing Capacity of Sand Related to Soil Compressibility.
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Description
A simple method based on theoretical and experimental considerations is presented to predict the pile end bearing capacity and load-settlement curve in sands in relation to soil compressibility. The key to the method is in the assumption of a failure mode with a spherical cavity expansion pressure given as a function of the soil compressibility, shear stiffness and friction angle. The practical prediction of pile end-bearing capacity in sandy ground is discussed in terms of a compressibility factor, friction angle and shear stiffness. Further, the pile tip settlement behaviour is also discussed based on an empirical model incorporating the pile end bearing capacity from a cavity expansion analysis with a Kondner type hyperbolic function. The applicability of the proposed method is verified by comparing the predicted results with the results from a series of model pile load tests and a database for in-situ pile load tests in sands.
Journal
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- SOILS AND FOUNDATIONS
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SOILS AND FOUNDATIONS 41 (4), 59-71, 2001
The Japanese Geotechnical Society
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Details 詳細情報について
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- CRID
- 1390282679587301376
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- NII Article ID
- 110003946268
- 130004247598
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- NII Book ID
- AN10496056
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- NDL BIB ID
- 5889470
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- ISSN
- 13417452
- 00380806
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- Web Site
- http://id.ndl.go.jp/bib/5889470
- https://ndlsearch.ndl.go.jp/books/R000000004-I5889470
- https://api.elsevier.com/content/article/PII:S0038080620309914?httpAccept=text/xml
- https://api.elsevier.com/content/article/PII:S0038080620309914?httpAccept=text/plain
- http://dl.ndl.go.jp/info:ndljp/pid/10423754
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- Text Lang
- en
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- Data Source
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- JaLC
- NDL
- Crossref
- NDL-Digital
- CiNii Articles
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- Abstract License Flag
- Disallowed