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Experimental Studies of Controlling Thermal Cracks in Mass Concrete Foundation by Circulating Water

 Experimental Studies of Controlling Thermal Cracks in Mass Concrete Foundation by Circulating Water
Auteur(s): , , , ,
Présenté pendant IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, publié dans , pp. 2003-2012
DOI: 10.2749/stockholm.2016.2011
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This paper summarizes an engineering experience of solving the problem of thermal cracking in mass concrete by using a large project, Zhongguancun No.1 (Beijing, China), as an example. A new method...
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Détails bibliographiques

Auteur(s): (Beijing University of Technology, Beijing 100124, China)
(Beijing University of Technology, Beijing 100124, China)
(Beijing University of Technology, Beijing 100124, China)
(Beijing University of Technology, Beijing 100124, China)
(Beijing University of Technology, Beijing 100124, China)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Publié dans:
Page(s): 2003-2012 Nombre total de pages (du PDF): 10
Page(s): 2003-2012
Nombre total de pages (du PDF): 10
Année: 2016
DOI: 10.2749/stockholm.2016.2011
Abstrait:

This paper summarizes an engineering experience of solving the problem of thermal cracking in mass concrete by using a large project, Zhongguancun No.1 (Beijing, China), as an example. A new method is presented for controlling temperature cracks in the mass concrete of a foundation. The method involves controlled cycles of water circulating between the surface of mass concrete foundation and the atmospheric environment. The temperature gradient between the surface and the core of the mass concrete is controlled at a relatively stable state. Water collected from the well-points used for dewatering and from rainfall is used as the source for circulating water. Mass concrete of a foundation slab is experimentally investigated through field temperature monitoring. The temperature field of the mass concrete during the entire process of heat of hydration are analyzed in detail. The proposed method provides an alternative practical basis for preventing thermal cracks in mass concrete.