The Behavior of Reinforced Concrete Box Culverts Under Symmetrical and Unsymmetrical Live Loads

Details

• Creators:
  Gardner, Mark P. ; Jeyapalan, Jey K. ; James, Ray W.
• Corporate Creators:
  Texas Transportation Institute. Texas A&M University
• Corporate Contributors:
  Texas State Department of Highways and Public Transportation ; United States. Department of Transportation. Federal Highway Administration
• Subject/TRT Terms:
  Box Culverts Live Loads Mathematical Prediction Reinforced Concrete Soil Tests Statistical Analysis Symmetry Traffic Loads
• Publication/ Report Number:
  FHWA/TX-85/+326-2F
• Resource Type:
  Tech Report
• Geographical Coverage:
  Texas ; United States
• Edition:
  Final: September 1981 - January 1986
• Corporate Publisher:
  Texas Transportation Institute. Texas A&M University
• Abstract:
  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.
• Format:
  PDF
• Funding:
  2-5-82-326
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:da02252c18d2e0b90d85ff1fa2afd47505b5f9669de6284fe90a4f8912d65dabe9fff89984da54dd29caf9807bf16cf67d319ff2f1ff6f8f6c3f2ae2221f8d8f
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/85170/dot_85170_DS1.pdf
• File Type:
  [PDF - 3.15 MB ]