Buch, Englisch, 218 Seiten, Format (B × H): 160 mm x 241 mm, Gewicht: 547 g
Buch, Englisch, 218 Seiten, Format (B × H): 160 mm x 241 mm, Gewicht: 547 g
Reihe: Springer Tracts in Civil Engineering
ISBN: 978-981-10-5000-8
Verlag: Springer Nature Singapore
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.
Zielgruppe
Research
Autoren/Hrsg.
Fachgebiete
- Technische Wissenschaften Maschinenbau | Werkstoffkunde Technische Mechanik | Werkstoffkunde Statik, Dynamik, Kinetik, Kinematik
- Technische Wissenschaften Maschinenbau | Werkstoffkunde Technische Mechanik | Werkstoffkunde Materialwissenschaft: Keramik, Glas, Sonstige Werkstoffe
- Mathematik | Informatik EDV | Informatik Professionelle Anwendung Computersimulation & Modelle, 3-D Graphik
- Technische Wissenschaften Bauingenieurwesen Bauingenieurwesen
- Technische Wissenschaften Technik Allgemein Modellierung & Simulation
- Wirtschaftswissenschaften Wirtschaftssektoren & Branchen Transport- und Verkehrswirtschaft
Weitere Infos & Material
Introduction.- Development of New Multi-layers Pavement Material Subjected to Impact Load: Laboratory Large Scale Drop Weight Test.- Development of New Multi-layers Pavement Material Subjected to Blast Load: Full Scale Field Blast Trial.- Property of Interface in the New Multi-Layers Pavement System.- Numerical Modelling of Pavement Slab Subjected to Blast Loading.- Conclusions and Recommendations.