Three Dimensional Finite Element Program to Predict the Behavior of Soils and Substructure Components: Summary of Final Report

Details

• Creators:
  McVay, Michael
• Corporate Creators:
  Florida. Dept. of Transportation
• Corporate Contributors:
  University of Florida
• Subject/TRT Terms:
  Components Of Embankments And Retaining Walls Finite Element Method Land Use Models Pins And Rollers Soil Models Soils Soil Structure Soil Testing Water Table
• Publication/ Report Number:
  WPI #0510834
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States ; Florida
• Edition:
  Summary Report
• Corporate Publisher:
  Florida. Dept. of Transportation
• Abstract:
  The Florida Department of Transportation (FDOT) has many soil-structure systems: piles, drilled shafts, walls, embankments, culverts, etc., whose behavior is both two/three dimensional, as well as changing over time. Present design methods have been limited to either one-dimensional (e.g., embankments), limit state (e.g., walls) or simple model application (e.g., piles/shafts). Moreover, these methods usually do not consider the nonlinear stress-strain behavior of the soil or rock, or the material creep.
• Format:
  PDF
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha256:8647256935fe1f72ffc182595d43f64546fd02fe5a42aff2c14b43f67bca4694
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/42297/dot_42297_DS1.pdf
• File Type:
  [PDF - 174.74 KB ]