Research on the technologies of cracking-resistance of mass concrete in subway station

This paper takes the theory of multi-field coupling and the model of hydration-temperature-humidity-constraint to assess the effect of cracking-resistance on structural concrete and optimize the controlling index of crack resistance. The effect is caused by structure, material and construction, etc....

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Main Authors: Sheng, Yanmin, Li, Shujin, Jiang, Guoquan, Shi, Xiaoqing, Yang, Zhu, Zhu, Zhihang
Format: Conference Proceeding
Language:English
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Li, Shujin
Jiang, Guoquan
Shi, Xiaoqing
Yang, Zhu
Zhu, Zhihang
description This paper takes the theory of multi-field coupling and the model of hydration-temperature-humidity-constraint to assess the effect of cracking-resistance on structural concrete and optimize the controlling index of crack resistance. The effect is caused by structure, material and construction, etc. The preparation technology of high cracking-resistance concrete is formed through the researching on the temperature rising and deformation over the controlling influence of new anti-cracking materials and technologies. A series of technologies on anti-cracking and waterproof in underground structural concrete of urban rail transit are formed based on the above study. The technologies include design, construction, materials and monitoring. Those technologies are used in actual engineering to improve the quality of urban rail transit and this brings significant economic and social benefits.
doi_str_mv 10.1063/1.5029721
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title Research on the technologies of cracking-resistance of mass concrete in subway station
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