CRACK CONTROL OF MASS CONCRETE

Zhang Xinbin; Simon Chen; Cheng Daye; Zhang Zhong

doi:10.13204/j.gyjz201001001

Volume 40 Issue 1

Dec. 2014

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Zhang Xinbin, Simon Chen, Cheng Daye, Zhang Zhong. CRACK CONTROL OF MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 1-4. doi: 10.13204/j.gyjz201001001

Citation:

Zhang Xinbin, Simon Chen, Cheng Daye, Zhang Zhong. CRACK CONTROL OF MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 1-4. doi: 10.13204/j.gyjz201001001

Zhang Xinbin, Simon Chen, Cheng Daye, Zhang Zhong. CRACK CONTROL OF MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 1-4. doi: 10.13204/j.gyjz201001001

Citation:

Zhang Xinbin, Simon Chen, Cheng Daye, Zhang Zhong. CRACK CONTROL OF MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 1-4. doi: 10.13204/j.gyjz201001001

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CRACK CONTROL OF MASS CONCRETE

doi: 10.13204/j.gyjz201001001

1.
1. MCC Central Research Institute of Building and Construction Co.Ltd,Beijing 100088,China;
2.
2. Atomy Engineer Co. Ltd of Canada,Canada

Received Date: 2009-09-07
Publish Date: 2010-01-20

Abstract

Abstract

Cracking control in massive concreting has been a conventional but complicated problem.Since the very early application of massive concrete,researchers have been studying the cracking mechanism and methods to control them.It has been well known that concrete cracking is resulted from temperature changing (differential temperature) and cement hydration.However,to study and control the cracking by integrating the temperature with hydration mechanisms is a new topic.This paper presents an integrated stress control method based on the study which integrates the temperature with hydration mechanisms.The research result has been applied successfully to foundation concreting for a number of nuclear power plants.
- thermal stress,
- shrinkage stress,
- balance of stress,
- constraints of boundary

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References(12)

References

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