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
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Contract Numbers:
11-1GT
30000661
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Sponsor Organizations:
Louisiana Department of Transportation
P.O. Box 94245
1201 Capitol Access Road
Baton Rouge, LA United States 70804-9245Louisiana Transportation Research Center
4101 Gourrier Avenue
Baton Rouge, LA United States 70808 -
Project Managers:
Zhang, Doc
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Performing Organizations:
Louisiana Department of Transportation
P.O. Box 94245
1201 Capitol Access Road
Baton Rouge, LA United States 70804-9245Louisiana 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: Cement; Clay; Pavement design; Plasticity; Plate bearing test; Subgrade (Pavements)
- 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