LEADER 03932nam 22005415 450 001 9910869160703321 005 20240627102230.0 010 $a9789819714957$b(electronic bk.) 010 $z9789819714940 024 7 $a10.1007/978-981-97-1495-7 035 $a(MiAaPQ)EBC31505440 035 $a(Au-PeEL)EBL31505440 035 $a(CKB)32575353500041 035 $a(DE-He213)978-981-97-1495-7 035 $a(EXLCZ)9932575353500041 100 $a20240626d2024 u| 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aEarly-age Cracking Control on Modern Concrete /$fby Dejian Shen 205 $a1st ed. 2024. 210 1$aSingapore :$cSpringer Nature Singapore :$cImprint: Springer,$d2024. 215 $a1 online resource (447 pages) 311 08$aPrint version: Shen, Dejian Early-Age Cracking Control on Modern Concrete Singapore : Springer Singapore Pte. Limited,c2024 9789819714940 327 $aIntroduction -- Techniques and methods for evaluating the early-age cracking resistance of modern concrete -- Evaluation on early-age cracking resistance of concrete -- Early-age cracking control on concrete with fly ash -- Early-age cracking control on concrete with ground granulated blast furnace slag -- Early-age cracking control on concrete with silica fume -- Early-age cracking control on concrete with 3D hooked-end steel fiber -- Early-age cracking control on concrete with 5D hooked-end steel fiber -- Early-age cracking control on concrete with polypropylene fiber -- Early-age cracking control on high strength concrete with polyvinyl alcohol fibers -- Early-age cracking control on high strength concrete with Nano-CaCO3 -- Early-age cracking control on high strength concrete with crystalline admixture -- Early-age cracking control on concrete with MgO compound expansive agent -- Early-age cracking control on concrete with temperature rise inhibitor -- Early-age cracking control on high strength concrete with shrinkage reducing admixture -- Early-age cracking control on concrete with reinforcing bars -- Early-age cracking control on concrete with internal curing. 330 $aThis monograph is written based on the author's extensive research over the last decade on the assessment and control of cracking of early-age concrete. The technique of crack control of modern concrete at early age is further developed through experimental and theoretical research, such as mitigating the drop of IRH, controlling the hydration process, decreasing the shrinkage, and increasing the tensile strength. It indicates the innovative findings and establishes prediction models on early-age internal relative humidity, autogenous shrinkage, tensile creep of modern concrete considering water-to-cement ratio, curing temperature., etc; reveals the variation law and mechanism of early-age cracking resistance of modern concrete with different kinds of fibers, supplementary cementitious materials, chemical admixtures, and internal curing agents under circumferential or uniaxial restrained condition. It is designed as a reference work for professionals or practitioners and a textbook for undergraduates or postgraduates. . 606 $aCivil engineering 606 $aHydraulic engineering 606 $aBuilding materials 606 $aCivil Engineering 606 $aHydraulic Engineering 606 $aStructural Materials 615 0$aCivil engineering. 615 0$aHydraulic engineering. 615 0$aBuilding materials. 615 14$aCivil Engineering. 615 24$aHydraulic Engineering. 615 24$aStructural Materials. 676 $a620.1366 700 $aShen$b Dejian$01372922 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 912 $a9910869160703321 996 $aEarly-age Cracking Control on Modern Concrete$94171937 997 $aUNINA