EFFECT OF CATALYST IN SOIL-RESIN STABILIZATION

With the soil-resin stabilized samples, experimental curves are obtained showing how unconfined compressive strengths are related to percent stabilizer at different temperatures with different catalysts, such as pentachlorophenol and ferric chloride. The study indicates that at a lower temperature the ferric chloride gives a slightly better strength than pentachlorophenol, but at a higher temperature the pentachlorophenol gives a higher strength. /ASCE/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3519342
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Majumdar, D K
• Publication Date: 1975-6

Media Info

• Features: Figures; References;
• Pagination: p. 531-535
• Serial:
  • Journal of Geotechnical and Geoenvironmental Engineering
  • Volume: 101
  • Issue Number: GT6
  • Publisher: American Society of Civil Engineers
  • ISSN: 1090-0241
  • Serial URL: http://ojps.aip.org/gto

Subject/Index Terms

• TRT Terms: Amines; Catalysts; Chlorides; Iron compounds; Phenol; Resins; Soil stabilization; Stabilizers; Temperature
• Old TRIS Terms: Unconfined compression tests
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00098640
• Record Type: Publication
• Report/Paper Numbers: ASCE #11385 Proceeding
• Files: TRIS
• Created Date: Sep 10 1975 12:00AM