STUDY ON FULL-SCALE EXPERIMENT OF MODULUS OF RESILIENCE OF GRANULAR MATERIALS IN THE BASE BED COURSE

It is pretty difficult to express the deformed properties of the modulus of resiliences of granular materials due to its complicated mechanics performances. Therefore, the modulus of resiliences cannot be regarded as a constant while making a mechanics analysis of the granular materials in the base bed course. In this paper, the regression relationship model between the modulus of resiliences and thickness of the granular layer and the modulus of foundation (underlying layer) is established based on full-scale experiment. The model can be used for mechanics analysis of the nonlinearity of pavement structures, the road bed of railways and sand-gravel subgrades.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/10074112
• Corporate Authors:

  EDITORIAL DEP. OF THE JOURNAL OF CJI

  7 GONGLI NAN AN
  CHONGQING, SICHUAN  China  630074

  EDITORIAL DEP. OF THE JOURNAL OF CJI

  7 GONGLI NAN AN
  CHONGQING, SICHUAN  China  630074
• Authors:
  • TIANQING, LING
• Publication Date: 1996-12

Language

• Chinese

Media Info

• Features: References;
• Pagination: p. 65-72, 78
• Serial:
  • JOURNAL OF CHONGQING JIAOTONG UNIVERSITY
  • Volume: 15
  • Issue Number: 5
  • Publisher: CHONGQING JIAOTONG UNIVERSITY
  • ISSN: 1007-4112

Subject/Index Terms

• TRT Terms: Base course (Pavements); Building materials; Experiments; Foundations; Granular materials; Mathematical models; Modulus of elasticity; Thickness
• Uncontrolled Terms: Full scale
• ITRD Terms: 2990: Basecourse; 3377: Foundation; 6227: Full scale; 4107: Granular; 4555: Material (constr); 6473: Mathematical model; 5919: Modulus of elasticity; 6255: Test; 5933: Thickness
• Subject Areas: Highways; Materials;

Filing Info

• Accession Number: 00742632
• Record Type: Publication
• Source Agency: Transport Research Centre (CDV)
• Files: ITRD
• Created Date: Nov 26 1997 12:00AM