Scrivner, F. H., & Michalak, C. H. (1974). Linear Elastic Layer Theory as a Model of Displacements Measured Within and Beneath Flexible Pavement Structures Loaded by the Dynaflect (Report No. 123-25). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/81809
Scrivner, Frank H. and Chester H. Michalak. Linear Elastic Layer Theory as a Model of Displacements Measured Within and Beneath Flexible Pavement Structures Loaded by the Dynaflect. Report no. 123-25. Texas Transportation Institute. Texas A&M University, 1974. https://rosap.ntl.bts.gov/view/dot/81809.
Scrivner, Frank H., and Chester H. Michalak Linear Elastic Layer Theory as a Model of Displacements Measured Within and Beneath Flexible Pavement Structures Loaded by the Dynaflect. Texas Transportation Institute. Texas A&M University, 1974, Report no. 123-25, ROSA P. https://rosap.ntl.bts.gov/view/dot/81809.
Presented in this report are the results of an investigation of the capability of linear elastic theory to predict measured displacements on the surface, within·, and beneath flexible pavement structures. In measuring predictive capability, the yard stick used was replication error. Sources of data were an NCHRP project, the AASHO Road Test, and the Texas Transportation Institutes Flexible Pavement Test Facility. Only the Texas source, which employed a vibrating surface load (the Dynaflect) and specially designed transducers lowered into small-diameter measurement holes, furnished both horizontal and vertical displacements. These were measured at various depths ranging from zero to 65 inches beneath the pavement surface, and at horizontal distances ranging from 10 to 216 inches. An analysis of a selected portion of the Texas data, using the theory of elastic layered systems as a model, yielded prediction errors that were reasonably commensurate with replication error.
Scrivner, F. H., & Michalak, C. H. (1974). Linear Elastic Layer Theory as a Model of Displacements Measured Within and Beneath Flexible Pavement Structures Loaded by the Dynaflect (Report No. 123-25). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/81809
Scrivner, Frank H. and Chester H. Michalak. Linear Elastic Layer Theory as a Model of Displacements Measured Within and Beneath Flexible Pavement Structures Loaded by the Dynaflect. Report no. 123-25. Texas Transportation Institute. Texas A&M University, 1974. https://rosap.ntl.bts.gov/view/dot/81809.
Scrivner, Frank H., and Chester H. Michalak Linear Elastic Layer Theory as a Model of Displacements Measured Within and Beneath Flexible Pavement Structures Loaded by the Dynaflect. Texas Transportation Institute. Texas A&M University, 1974, Report no. 123-25, ROSA P. https://rosap.ntl.bts.gov/view/dot/81809.
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.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.