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

• Record URL:
  http://www.ltrc.lsu.edu/pdf/2013/capsule_11_1GT.pdf
• 

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: 20190430
• Actual Completion Date: 20150917
• Source Data: RiP Project 33933

Subject/Index Terms

• TRT Terms: Clay; Pavement design; Plasticity; Plate bearing test; Subgrade (Pavements)
• Non-Preferred Terms: Cementitious materials
• Geographic Terms: Louisiana
• Subject Areas: Geotechnology; Highways; Pavements;

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