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Multi-layer pavement system under bl...

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Multi-layer pavement system under blast load

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Multi-layer pavement system under blast loadby Jun Wu, Hao Wu.
作者:	Wu, Jun.
其他作者:	Wu, Hao.
出版者:	Singapore :Springer Singapore :2018.
面頁冊數:	xxvii, 218 p. :ill., digital ;24 cm.
Contained By:	Springer eBooks
標題:	PavementsPerformance.
電子資源:	http://dx.doi.org/10.1007/978-981-10-5001-5
ISBN:	9789811050015$q(electronic bk.)

Multi-layer pavement system under blast load
Wu, Jun.

Multi-layer pavement system under blast load[electronic resource] /by Jun Wu, Hao Wu. - Singapore :Springer Singapore :2018. - xxvii, 218 p. :ill., digital ;24 cm. - Springer tracts in civil engineering,2366-259X. - Springer tracts in civil engineering..

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.

ISBN: 9789811050015$q(electronic bk.)

Standard No.: 10.1007/978-981-10-5001-5doiSubjects--Topical Terms:

803513
Pavements
--Performance.

LC Class. No.: TE251.5 / .W8 2018

Dewey Class. No.: 624

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520 $a 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.
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