Impact Load-Deformation Properties of Pile Cushioning Materials

Hirsch, T. J.; Edwards, Thomas C.; Texas Transportation Institute. Texas A&M University

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

i

Impact Load-Deformation Properties of Pile Cushioning Materials

1966-05-01
By Hirsch, T. J. ; Edwards, Thomas C.

[PDF-916.51 KB]

English

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Details:

Creators:

Hirsch, T. J. ; Edwards, Thomas C.

Hirsch, T. J. ; Edwards, Thomas C. Less -
Corporate Creators:

Texas Transportation Institute. Texas A&M University
Corporate Contributors:

Texas Highway Department ; United States. Department of Commerce. Bureau of Public Roads

Texas Highway Department ; United States. Department of Commerce. Bureau of Public Roads Less -
Subject/TRT Terms:

[+]

Bearing Capacity Computer Programs Cushioning Materials Deformation Impact Loads Pile Driving Stresses Wave Equations
Publication/ Report Number:

33-4
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
Corporate Publisher:

Texas Transportation Institute. Texas A&M University
Abstract:

The broad objective of this project is to fully develop the use of the computer solution of the wave equation so that it may be used to predict driving stresses in piling and be used to estimate the static load bearing capacity of piling from driving resistance records. This report covers the specific objective of determining the dynamic load-deformation properties of various pile cushion materials. These properties are necessary for the wave equation analysis and have been found to have a most significant effect on the driving stresses and pile penetration during driving.
Format:

PDF
Funding:

2-5-62-33
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:20e3c66835ec898594a349e5e64fb1cde66570e16b770dfc7413e782cfab230793301b203751d994d0089d4873de9a3e57f497516cc7b952a1463d23c6a96ba8
Download URL:

https://rosap.ntl.bts.gov/view/dot/84108/dot_84108_DS1.pdf
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Impact Load-Deformation Properties of Pile Cushioning Materials

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