Gardner, M. P., Jeyapalan, J. K., & James, R. W. (1986). The Behavior of Reinforced Concrete Box Culverts Under Symmetrical and Unsymmetrical Live Loads (Report No. FHWA/TX-85/+326-2F). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/85170
Gardner, Mark P., Jey K. Jeyapalan, and Ray W. James. The Behavior of Reinforced Concrete Box Culverts Under Symmetrical and Unsymmetrical Live Loads. Report no. FHWA/TX-85/+326-2F. Texas Transportation Institute. Texas A&M University, 1986. https://rosap.ntl.bts.gov/view/dot/85170.
Gardner, Mark P., et al. The Behavior of Reinforced Concrete Box Culverts Under Symmetrical and Unsymmetrical Live Loads. Texas Transportation Institute. Texas A&M University, 1986, Report no. FHWA/TX-85/+326-2F, ROSA P. https://rosap.ntl.bts.gov/view/dot/85170.
The design criteria for reinforced box culverts currently used are primarily empirical in nature, and do not allow for the effects of soil-structure interaction. These effects have been shown to make a considerable difference in certain situations. In order to have a better understanding of the field behavior of R.C. box culverts, in another research study, the Texas Transportation Institute is studying the behavior of an instrumented 8' x 8' R.C. box culvert. The purpose of the study presented herein is to perform prediction analyses of the behavior of this 8' x 8' box culvert under traffic loads using a finite element method computer program. In this study, soil properties determined from laboratory tests of soil samples taken at the site were used to determine the stress-strain parameters for use in the computer analyses. The culvert was represented in the analyses by a series of beam elements connected at common nodes. An incremental analysis was used to represent placement of backfill materials.
Gardner, M. P., Jeyapalan, J. K., & James, R. W. (1986). The Behavior of Reinforced Concrete Box Culverts Under Symmetrical and Unsymmetrical Live Loads (Report No. FHWA/TX-85/+326-2F). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/85170
Gardner, Mark P., Jey K. Jeyapalan, and Ray W. James. The Behavior of Reinforced Concrete Box Culverts Under Symmetrical and Unsymmetrical Live Loads. Report no. FHWA/TX-85/+326-2F. Texas Transportation Institute. Texas A&M University, 1986. https://rosap.ntl.bts.gov/view/dot/85170.
Gardner, Mark P., et al. The Behavior of Reinforced Concrete Box Culverts Under Symmetrical and Unsymmetrical Live Loads. Texas Transportation Institute. Texas A&M University, 1986, Report no. FHWA/TX-85/+326-2F, ROSA P. https://rosap.ntl.bts.gov/view/dot/85170.
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.