Allowable stress in piles.

Davisson, M. T.; Manuel, Francisco S.; Armstrong, R. M.; United States. Federal Highway Administration. Office of Engineering & Highway Operations Research and Development

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Allowable stress in piles.

1983-12-01
By Davisson, M. T. ; Manuel, Francisco S. ; Armstrong, R. M.

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Creators:

Davisson, M. T. ; Manuel, Francisco S. ; Armstrong, R. M.

Davisson, M. T. ; Manuel, Francisco S. ; Armstrong, R. M. Less -
Corporate Creators:

United States. Federal Highway Administration. Office of Engineering & Highway Operations Research and Development
Subject/TRT Terms:

[+]

Bridge Piers Piles (Supports) Stresses
Publication/ Report Number:

FHWA/RD-83/059
Resource Type:

Tech Report
Geographical Coverage:

United States
OCLC Number:

821223181
Corporate Publisher:

United States. Federal Highway Administration
Abstract:

"This study presents methods for establishing allowable stresses in steel, concrete, and timber piles using load/resistance factor concepts. These methods take into account not only the material properties of the pile itself but also the individual effects of long term loads, driving stresses and drivability, imperfections in form or material and various environmental conditions which tend to reduce pile capacity. Using the results of the study, changes in Section 4, Division 1 of the AASHTO Standard Specifications for Highway Bridges, are proposed. The study is limited to the design of the pile as a structural member."
Format:

PDF
Funding:

DTFH61-80-C-00114
Collection(s):

Federal Highway Administration US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:72fc89185a3ee5d8c753268a97a98dca00973c6fe9521a41c9a9c4c1f4b7cab0
Download URL:

https://rosap.ntl.bts.gov/view/dot/25320/dot_25320_DS1.pdf
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Allowable stress in piles.

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