STRENGTH AND DEFORMATION BEHAVIOUR OF GEOTEXTILE REINFORCED ALLUVIAL SILT. REINFORCED SOIL AND GEOTEXTILES, PROCEEDINGS OF THE GEOTEXTILES CONFERENCE HELD AT THE INDIAN INSTITUTE OF TECHNOLOGY, BOMBAY, INDIA, DECEMBER 8-9, 1988

The unconfined and triaxial behaviour of geotextile reinforced alluvial silt is presented in this paper. The behaviour of soil geotextile composite has been studied by varying confining pressure, number of reinforcing layers and length/depth ratio of the sample. The variations in strength value and shear strength parameters are presented. For the covering abstract of the conference see IRRD 836241. (Author/TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/906191938X
• Corporate Authors:

  Ministry of Communications, Republic of China

  Highway Research Institute, 12 Bei Huan Xi Lu
  Beijing,   China  100088

  AA Balkema

  P.O. Box 1675
  Rotterdam,   Netherlands  BR-3000
• Authors:
  • Srivastava, R K
  • Jalota, A V
  • Kumar, Pankaj
• Publication Date: 1989

Language

• English

Media Info

• Features: References;
• Pagination: p. F51-58
• Serial:
  • Publication of: CROW
  • Publisher: CROW

Subject/Index Terms

• TRT Terms: Alluvium; Deformation; Geotextiles; Laboratory tests; Mechanically stabilized earth; Shear strength; Silts; Strength of materials; Triaxial shear tests
• Uncontrolled Terms: Unconfined compression
• Old TRIS Terms: Alluvial soils
• Subject Areas: Geotechnology; Highways; Materials;

Filing Info

• Accession Number: 00617289
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• ISBN: 90-6191-938-X
• Files: ITRD, TRIS
• Created Date: Nov 30 1991 12:00AM