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Development of New Multi-Layer Pavement System Subjected to Impact Load—Laboratory Large-Scale Drop Weight Test

  • 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 new multi-layer pavement system is proposed according to the laboratory impact test. This proposed multi-layer pavement is the combination of High Strength Concrete (HSC), Engineered Cementitious Composite (ECC), and Asphalt Concrete (AC) reinforced with High Strength Geosynthetics (GST), which has good impact resistance. The control specimens with current pavement design will also be investigated for its dynamic behavior under impact load. Results from conventional and proposed multi-layer pavement will be discussed.

References

  1. OW YWE (2008) Testing of New Composite Pavement Material for Runway B.Eng Dissertation, National University of SingaporeGoogle Scholar
  2. Aymerich F, et al. (1996). An instrumented drop weight machine for low velocity impact testing. Structures Under Shock and Impact IV:243–253Google Scholar
  3. Ong KKG, Basheeerkhan M, Paramasivam P (1999) Resistance of fibre concrete slabs to low velocity projectile impact. Cement Concr Compos 21:391–401CrossRefGoogle 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

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