03980nam a22005175i 4500 978-981-97-1495-7 DE-He213 20251030112325.0 cr nn 008mamaa 240626s2024 si | s |||| 0|eng d 9789819714957 978-981-97-1495-7 10.1007/978-981-97-1495-7 doi TA1-2040 TN bicssc TEC009020 bisacsh TN thema Shen, Dejian. author. aut http://id.loc.gov/vocabulary/relators/aut 65732 Early-age Cracking Control on Modern Concrete [electronic resource] / by Dejian Shen. 1st ed. 2024. Singapore : Springer Nature Singapore : Imprint: Springer, 2024. XVII, 439 p. 344 illus., 157 illus. in color. online resource. text txt rdacontent computer c rdamedia online resource cr rdacarrier text file PDF rda Introduction -- 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. This 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. . Civil engineering. Hydraulic engineering. Building materials. Civil Engineering. Hydraulic Engineering. Structural Materials. 65620 SpringerLink (Online service) Springer Nature eBook Printed edition: 9789819714940 Printed edition: 9789819714964 Printed edition: 9789819714971 https://doi.org/10.1007/978-981-97-1495-7 ZDB-2-ENG ZDB-2-SXE 60920 60920