HORIZONTAL SHEAR STRESS INDUCED DISPLACEMENT AND STRESS, AND THE MECHANISM FOR REDUCING DIFFERENTIAL SETTLEMENT USING GEOGRID

Based on the Mindlin formulae of elastic theory, the formulae for calculating horizontal shear stress induced displacement and stress in ground soil are described in this paper. In terms of this, the mechanism for reducing the differential settlement of the soil using geogrids is analyzed as well as the method for determining the optimum embedded depth of the geogrid. The specific values of the optimum embedded depth are also discussed.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/10009779
• Corporate Authors:

  CHANGSHA COMMUNICATIONS UNIVERSITY

  TUJIACHONG
  CHANGSHA, HUNAN  China  410076
• Authors:
  • GUIYAO, WANG
  • QISEN, ZHANG
  • YANXI, GAO
• Publication Date: 1998-9

Language

• Chinese

Media Info

• Features: References;
• Pagination: p. 47-54
• Serial:
  • JOURNAL OF CHANGSHA COMMUNICATIONS UNIVERSITY
  • Volume: 14
  • Issue Number: 3
  • Publisher: CHANGSHA COMMUNICATIONS UNIVERSITY
  • ISSN: 1000-9779

Subject/Index Terms

• TRT Terms: Depth; Geotextiles; Ground settlement; Lattices; Mathematical models; Motion; Optimization; Shear strength; Soils; Stresses
• Uncontrolled Terms: Horizontal; Optimum
• ITRD Terms: 6499: Depth; 4568: Geotextile; 9029: Horizontal; 3463: Lattice; 6473: Mathematical model; 5483: Movement; 5792: Settlement; 5531: Shear; 4156: Soil; 5575: Stress (in material)
• Subject Areas: Geotechnology;

Filing Info

• Accession Number: 00758273
• Record Type: Publication
• Source Agency: Transport Research Centre (CDV)
• Files: ITRD
• Created Date: Jan 25 1999 12:00AM