Pile group analysis considering rigid and semirigid foundation conditions Public Deposited

http://ir.library.oregonstate.edu/concern/graduate_thesis_or_dissertations/fn1072527

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  • The structural behavior of pile groups (dolphins) is analyzed considering two types of boundary conditions. First the individual piles of the group are assumed to be rigidly embedded in the soil. In the second analysis the more realistic case is considered where the soil foundation is allowed to yield. The redistribution of forces caused by various degrees of rotational yielding of the embedded pile lengths is shown. The importance of allowing for some amount of yielding in the analysis of such a structure is thus illustrated. The matrix analysis method of analyzing structures is utilized for both the rigid and semirigid cases. In addition, the method of sections is employed on the semirigid case. Each case is then programmed for solution on a high speed digital computer.
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  • File scanned at 300 ppi using ScandAll PRO 1.8.1 on a Fi-6770A in PDF format. CVista PdfCompressor 4.0 was used for pdf compression and textual OCR.
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  • description.provenance : Rejected by Katy Davis(kdscannerosu@gmail.com), reason: Replace on 2014-05-02T20:21:34Z (GMT)
  • description.provenance : Approved for entry into archive by Katy Davis(kdscannerosu@gmail.com) on 2014-05-02T20:30:37Z (GMT) No. of bitstreams: 1 WinchesterJackL1966.pdf: 423605 bytes, checksum: 2356d43ce635fc7ee1bf13cfc1d86b05 (MD5)
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  • description.provenance : Made available in DSpace on 2014-05-05T17:10:31Z (GMT). No. of bitstreams: 1 WinchesterJackL1966.pdf: 423605 bytes, checksum: 2356d43ce635fc7ee1bf13cfc1d86b05 (MD5) Previous issue date: 1966-05-05
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  • description.provenance : Approved for entry into archive by Patricia Black(patricia.black@oregonstate.edu) on 2014-04-30T18:58:43Z (GMT) No. of bitstreams: 1 WinchesterJackL1966.pdf: 400071 bytes, checksum: 86507badc1f4db564cb3ef8e2d00a9c8 (MD5)

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