LEADER 00861cam0-2200313---450- 001 990005499200403321 005 20151022105748.0 035 $a000549920 035 $aFED01000549920 035 $a(Aleph)000549920FED01 035 $a000549920 100 $a19990604d1935----km-y0itay50------ba 101 0 $aita 102 $aIT 105 $a--------001yy 200 1 $aLord Byron$epoeta e carbonaro$estudio critico-storico$fGiovanna Foà 210 $aFirenze$cLa Nuova Italia$d1935 215 $a213 p.$d20 cm 225 1 $aCollana critica$v25 610 0 $aByron, George Gordon 676 $a821.7$v22$zita 700 1$aFoà,$bGiovanna$0212636 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990005499200403321 952 $a821.7 BYRON/S 2$bBibl. s.i.$fFLFBC 959 $aFLFBC 996 $aLord Byron$91497597 997 $aUNINA LEADER 04030nam 22008415 450 001 9910299576103321 005 20200704022236.0 010 $a981-10-5001-5 024 7 $a10.1007/978-981-10-5001-5 035 $a(CKB)4100000001381530 035 $a(DE-He213)978-981-10-5001-5 035 $a(MiAaPQ)EBC5210842 035 $a(PPN)222226188 035 $a(EXLCZ)994100000001381530 100 $a20171227d2018 u| 0 101 0 $aeng 135 $aurnn|008mamaa 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aMulti-layer Pavement System under Blast Load /$fby Jun Wu, Hao Wu, Hong Wei Andy Tan, Soon Hoe Chew 205 $a1st ed. 2018. 210 1$aSingapore :$cSpringer Singapore :$cImprint: Springer,$d2018. 215 $a1 online resource (XXVII, 218 p. 178 illus.) 225 1 $aSpringer Tracts in Civil Engineering ,$x2366-259X 311 $a981-10-5000-7 320 $aIncludes bibliographical references at the end of each chapters and index. 330 $aThis book proposes the concept of a multi-layer pavement system to fulfill the blast resistance requirement for pavement design. It also presents a damage pattern chart for multi-layer pavement design and rapid repair after blast load. Such a multi-layer system consists of three layers including asphalt concrete (AC) reinforced with Geogrid (GST) at the top, a high-strength concrete (HSC) layer in the middle, and engineered cementitious composites (ECC) at the bottom. A series of large-scale laboratory impact tests were carried out to prove the usefulness of this concept and show its advantages over other conventional pavement system. Furthermore, field blast tests were conducted to show the actual behavior of this multi-layer pavement system subjected to blast load under real-world conditions. 410 0$aSpringer Tracts in Civil Engineering ,$x2366-259X 606 $aCivil engineering 606 $aBuilding materials 606 $aMechanics 606 $aMechanics, Applied 606 $aComputer simulation 606 $aCeramics 606 $aGlass 606 $aComposite materials 606 $aComposite materials 606 $aTransportation 606 $aCivil Engineering$3https://scigraph.springernature.com/ontologies/product-market-codes/T23004 606 $aStructural Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/Z11000 606 $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010 606 $aSimulation and Modeling$3https://scigraph.springernature.com/ontologies/product-market-codes/I19000 606 $aCeramics, Glass, Composites, Natural Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/Z18000 606 $aTransportation$3https://scigraph.springernature.com/ontologies/product-market-codes/119000 615 0$aCivil engineering. 615 0$aBuilding materials. 615 0$aMechanics. 615 0$aMechanics, Applied. 615 0$aComputer simulation. 615 0$aCeramics. 615 0$aGlass. 615 0$aComposite materials. 615 0$aComposite materials. 615 0$aTransportation. 615 14$aCivil Engineering. 615 24$aStructural Materials. 615 24$aSolid Mechanics. 615 24$aSimulation and Modeling. 615 24$aCeramics, Glass, Composites, Natural Materials. 615 24$aTransportation. 676 $a625.8 700 $aWu$b Jun$4aut$4http://id.loc.gov/vocabulary/relators/aut$01064415 702 $aWu$b Hao$4aut$4http://id.loc.gov/vocabulary/relators/aut 702 $aTan$b Hong Wei Andy$4aut$4http://id.loc.gov/vocabulary/relators/aut 702 $aChew$b Soon Hoe$4aut$4http://id.loc.gov/vocabulary/relators/aut 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910299576103321 996 $aMulti-layer Pavement System under Blast Load$92537892 997 $aUNINA