Advertisement

Property of Interface in the New Multi-layer Pavement System

  • Jun Wu
  • Hao Wu
  • Hong Wei Andy Tan
  • Soon Hoe Chew
Chapter
Part of the Springer Tracts in Civil Engineering book series (SPRTRCIENG)

Abstract

The interface property among the multi-layer system usually plays an important role in the pavement performance subjected to impact and blast load. The direct and tilt table test will be conducted to determine the interface strength between AC and HSC layer. The numerical model of direct shear test will be developed and conducted to validate the parameters obtained from the laboratory test.

References

  1. CRC (1997) CRC Handbook of Physical Quantities. CRC, Boca RatonGoogle Scholar
  2. Maitra SR, Reddy KS, Ramachandra LS (2009) Experimental evaluation of interface friction and study of its influence on concrete pavement response. J Transp Eng 135(8):563–571CrossRefGoogle Scholar
  3. Praveen GN, et al. (2008) Cohensive contact based delamination modeling with LS-DYNA manuscript in preparationGoogle Scholar
  4. Romanoschi SA (1999) Characterization of pavement layer interfaces, Ph.D Thesis, Louisiana State UniversityGoogle Scholar
  5. Uzan J, Livenh M, Eshed Y (1978) Investigatigation of adhension properties between Asphaltic-Concrete layers. Proceedings of Asphalt Paving Technology, Lake Buena Vista, FloridaGoogle Scholar

Copyright information

© Springer Nature Singapore Pte Ltd. 2018

Authors and Affiliations

  • Jun Wu
    • 1
  • Hao Wu
    • 2
  • Hong Wei Andy Tan
    • 3
  • Soon Hoe Chew
    • 4
  1. 1.School of Urban Rail TransportationShanghai University of Engineering ScienceShanghaiChina
  2. 2.College of Civil EngineeringTongji UniversityShanghaiChina
  3. 3.Land Transport AuthoritySingaporeSingapore
  4. 4.Department of Civil and Environmental EngineeringNational University of SingaporeSingaporeSingapore

Personalised recommendations