03683nam a22004335i 4500001001800000003000900018005001700027007001500044008004100059020001800100024003500118050001300153072001500166072002300181072001400204100007500218245009200293250001800385264007200403300006800475336002600543337002600569338003600595347002400631505119000655520104001845650002302885650002702908650002402935650002302959650002702982650002603009710003403035773002603069776003603095776003603131776003603167856004603203978-981-97-1495-7DE-He21320251030112325.0cr nn 008mamaa240626s2024    si |    s    |||| 0|eng d  a97898197149577 a10.1007/978-981-97-1495-72doi 4aTA1-2040 7aTN2bicssc 7aTEC0090202bisacsh 7aTN2thema1 aShen, Dejian.eauthor.4aut4http://id.loc.gov/vocabulary/relators/aut10aEarly-age Cracking Control on Modern Concreteh[electronic resource] /cby Dejian Shen.  a1st ed. 2024. 1aSingapore :bSpringer Nature Singapore :bImprint: Springer,c2024.  aXVII, 439 p. 344 illus., 157 illus. in color.bonline resource.  atextbtxt2rdacontent  acomputerbc2rdamedia  aonline resourcebcr2rdacarrier  atext filebPDF2rda0 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.  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. . 0aCivil engineering. 0aHydraulic engineering. 0aBuilding materials.14aCivil Engineering.24aHydraulic Engineering.24aStructural Materials.2 aSpringerLink (Online service)0 tSpringer Nature eBook08iPrinted edition:z978981971494008iPrinted edition:z978981971496408iPrinted edition:z978981971497140uhttps://doi.org/10.1007/978-981-97-1495-7