In Situ Evaluation of Design Parameters and Procedures for Cementitiously Treated Weak Subgrades using Cyclic Plate Load Tests

The objective of this study is expected to provide appropriate stabilization schemes for silt soil, low-plasticity clay, medium-plasticity clay, high-plasticity clay, and heavy clay as well as the selection of corresponding design parameters of cementitiously treated work platform (e.g. Mr (composite) and damage model for inclusion in pavement design). The research findings are expected to eventually facilitate the design of cementitiously treated work platform in pavement structure in Louisiana

Language

  • English

Project

  • Status: Active
  • Funding: $294679.00
  • Contract Numbers:

    11-1GT

    30000661

  • Sponsor Organizations:

    Louisiana Department of Transportation

    P.O. Box 94245
    1201 Capitol Access Road
    Baton Rouge, LA  United States  70804-9245

    Louisiana Transportation Research Center

    4101 Gourrier Avenue
    Baton Rouge, LA  United States  70808
  • Project Managers:

    Zhang, Doc

  • Performing Organizations:

    Louisiana Department of Transportation

    P.O. Box 94245
    1201 Capitol Access Road
    Baton Rouge, LA  United States  70804-9245

    Louisiana Transportation Research Center

    4101 Gourrier Avenue
    Baton Rouge, LA  United States  70808
  • Principal Investigators:

    Chen, Qiming

    Abu-Farsakh, Murad

  • Start Date: 20130318
  • Expected Completion Date: 0
  • Actual Completion Date: 20150917
  • Source Data: RiP Project 33933

Subject/Index Terms

Filing Info

  • Accession Number: 01484896
  • Record Type: Research project
  • Source Agency: Louisiana Transportation Research Center
  • Contract Numbers: 11-1GT, 30000661
  • Files: RiP
  • Created Date: Jun 26 2013 1:00AM