Soil stabilization field trial : final report.

Details

• Creators:
  George, K. P.
• Corporate Creators:
  University of Mississippi. Dept. of Civil Engineering
• Corporate Contributors:
  Mississippi. Dept. of Transportation. Research Division ; United States. Federal Highway Administration ; Portland Cement Association
• Subject/TRT Terms:
  • Base course (Pavements)
  • Soil stabilization
  • Concrete pavements
  • Cracking of concrete pavements
  • Pavement cracking
  • Cracking
  • Testing
  • Evaluation
  • Highway maintenance
  • Repairing
  More +
• Publication/ Report Number:
  FHWA/MS-DOT-RD-05-133 ; MS-DOT-RD-05-133
• Resource Type:
  Tech Report
• Geographical Coverage:
  Mississippi
• Edition:
  Final report.
• Corporate Publisher:
  University of Mississippi
• Abstract:
  A five-year study was initiated seeking materials/additives and procedures that help to mitigate ; crack susceptibility in cement-treated material (CTM). A field test program of six 305-m (1000-ft) test ; sections was implemented in August 2000. The following additives/procedures were included for ; investigation: 5.5% cement additive (control section); design based on a reduced strength criteria, ; 5.5% cement precracked 24 to 48 hours after finishing, 5.5% cement precut (grooved) every 3 m ; (10 ft), 3.5% cement with 8% fly ash (CFA), 6% ground granulated blast furnace slag (GGBFS) with ; 2% lime admixture (LGBFS), 3% lime and 12% fly ash; stabilization technique used by MDOT ; (LFA).
• Format:
  PDF
• Funding:
  State Study 133
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/24132/dot_24132_DS1.pdf
• File Type:
  [PDF - 437.64 KB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:51df2e0b431f0e6a6d9981af524fd649a6250af33de4a65409b47dd753a9b823d9fbd055630c5239f5a7719a42caafaf3ce66cacce5326a8e79fce9f64f3767d