Parametric study on cement-based soft-hard-soft (SHS) multi-layer composite pavement against blast load
Wu, Jun, Liu, Xuemei, & Chew, Soon Hoe (2015) Parametric study on cement-based soft-hard-soft (SHS) multi-layer composite pavement against blast load. Construction and Building Materials, 98, pp. 602-619.
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An innovative cement-based soft-hard-soft (SHS) multi-layer composite has been developed for protective infrastructures. Such composite consists of three layers including asphalt concrete (AC), high strength concrete (HSC), and engineered cementitious composites (ECC). A three dimensional benchmark numerical model for this SHS composite as pavement under blast load was established using LSDYNA and validated by field blast test. Parametric studies were carried out to investigate the influence of a few key parameters including thickness and strength of HSC and ECC layers, interface properties, soil conditions on the blast resistance of the composite. The outcomes of this study also enabled the establishment of a damage pattern chart for protective pavement design and rapid repair after blast load. Efficient methods to further improve the blast resistance of the SHS multi-layer pavement system were also recommended.
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|Item Type:||Journal Article|
|Keywords:||Asphalt, Concrete, Multi-layer composite, Blast, Protective, Numerical modeling|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500)|
|Divisions:||Current > Schools > School of Civil Engineering & Built Environment
Current > QUT Faculties and Divisions > Science & Engineering Faculty
|Copyright Owner:||Copyright 2015 Elsevier BV|
|Deposited On:||09 Sep 2015 00:05|
|Last Modified:||15 Sep 2015 06:46|
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