STUDY ON MODEL EXPERIMENT OF PAVEMENT UNDER CYCLIC LOADS

In this paper, the model experiment of pavement and soft clay ground interaction traffic loads are introduced. Based on the experimental results, the displacements, stresses and permanent deformations of pavement are obtained. Stress and deformation characteristics of pavement under static and cyclic loads are analyzed with the elasto-viscoplastic finite element theory. The results of calculation and experiment are compared.

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

  EDITORIAL BOARD OF JOURNAL OF XI'AN HIGHWAY UNIVERSITY

  3 CUIHUA ROAD
  XI'AN, SHANGXI  China  710064
• Authors:
  • LINYU, WANG
• Publication Date: 1999-10

Language

• English

Media Info

• Features: References;
• Pagination: p. 11-14
• Serial:
  • JOURNAL OF XI'AN HIGHWAY UNVERSITY
  • Volume: 19
  • Issue Number: 4
  • Publisher: XI'AN HIGHWAY UNIVERSITY
  • ISSN: 1007-4112

Subject/Index Terms

• TRT Terms: Deformation; Experiments; Pavements; Repeated loads; Scale models; Stresses; Structural models
• Uncontrolled Terms: Stress (Applied load)
• ITRD Terms: 5595: Deformation; 5567: Load; 6205: Model (not math); 2955: Pavement; 5588: Repetitive loading; 6255: Test
• Subject Areas: Bridges and other structures; Highways; Pavements;

Filing Info

• Accession Number: 00790102
• Record Type: Publication
• Source Agency: Transport Research Centre (CDV)
• Files: ITRD
• Created Date: Apr 11 2000 12:00AM