Graduate Thesis Or Dissertation
 

Pile group analysis considering rigid and semirigid foundation conditions

Public Deposited

Downloadable Content

Download PDF
https://ir.library.oregonstate.edu/concern/graduate_thesis_or_dissertations/fn1072527

Descriptions

Attribute NameValues
Creator
Abstract
  • 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.
Resource Type
Date Available
Date Issued
Degree Level
Degree Name
Degree Field
Degree Grantor
Commencement Year
Advisor
Academic Affiliation
Non-Academic Affiliation
Subject
Rights Statement
Publisher
Peer Reviewed
Language
Digitization Specifications
  • 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.
Replaces

Relationships

Parents:

This work has no parents.

In Collection:

Items

Thumbnail Title Date Uploaded Visibility Actions
file details WinchesterJackL1966.pdf 2017-08-22 Public Download