Grout injection in the laboratory

Many grout injection devices have been described in literature. The design of our own injection procedure was strongly inspired by these previous works. However, we made it original by the tests systematically added to check its performances concerning the homogeneity and the reproducibility of the grouted samples. After it had been validated, three parameters were examined: the cement to water ratio, the rate of discharge of the grout and the nature of the soil. Mechanical tests were also carried out to control the quality of the procedure and to assess the effect of the parameters on the properties of the grouted soils, in particular the elastic properties in the small strain range. It was shown that the cement to water ratio and the nature of the soil were the main influential parameters. For the covering abstract see ITRD E125786.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9026518641
• Authors:
  • OCHIAI, H (
  • OTANI, J (
  • YASUFUKU, N (
  • OMINE, K (
  • DANO, C
  • DERACHE, N
• Publication Date: 2001

Language

• English

Media Info

• Pagination: 21-6
• Serial:
  • LANDMARKS IN EARTH REINFORCEMENT. PROCEEDINGS OF THE INTERNATIONAL SYMPOSIUM ON EARTH REINFORCEMENT HELD JAPAN, NOVEMBER 2001
  • Volume: 1
  • Publisher: SWETS & ZEITLINGER B.V.

Subject/Index Terms

• TRT Terms: Cement; Conferences; Grout; Moisture content; Reinforcing materials; Soils
• Uncontrolled Terms: Injection (Materials)
• ITRD Terms: 4758: Cement; 8525: Conference; 4729: Grout; 3617: Injection (mater); 5920: Moisture content; 3471: Reinforcement (in mater); 4156: Soil
• Subject Areas: Geotechnology; I51: Earthworks and Soil Drainage;

Filing Info

• Accession Number: 01012240
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• ISBN: 90-265-1864-1
• Files: ITRD
• Created Date: Dec 20 2005 3:18PM