Advertisement

Multi-layer Pavement System under Blast Load

  • Jun Wu
  • Hao Wu

Part of the Springer Tracts in Civil Engineering book series (SPRTRCIENG)

About this book

Introduction

This book proposes the concept of a multi-layer pavement system to fulfill the blast resistance requirement for pavement design. It also presents a damage pattern chart for multi-layer pavement design and rapid repair after blast load. Such a multi-layer system consists of three layers including asphalt concrete (AC) reinforced with Geogrid (GST) at the top, a high-strength concrete (HSC) layer in the middle, and engineered cementitious composites (ECC) at the bottom. A series of large-scale laboratory impact tests were carried out to prove the usefulness of this concept and show its advantages over other conventional pavement system. Furthermore, field blast tests were conducted to show the actual behavior of this multi-layer pavement system subjected to blast load under real-world conditions.

Keywords

Composite System Dynamic Property Cement-based Material Interfacial Property Blast Load Impact Test Blast Test Asphalt Concrete high strength concrete engineered cementitious composites composite material numerical modelling pavement design rapid repair

Authors and affiliations

  • Jun Wu
    • 1
  • Hao Wu
    • 2
  1. 1.School of Urban Rail TransportationShanghai University of Engineering ScienceShanghaiChina
  2. 2.College of Civil EngineeringTongji UniversityShanghaiChina

Bibliographic information

  • DOI https://doi.org/10.1007/978-981-10-5001-5
  • Copyright Information Springer Nature Singapore Pte Ltd. 2018
  • Publisher Name Springer, Singapore
  • eBook Packages Engineering
  • Print ISBN 978-981-10-5000-8
  • Online ISBN 978-981-10-5001-5
  • Series Print ISSN 2366-259X
  • Series Online ISSN 2366-2603
  • Buy this book on publisher's site