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Experimental research and numerical analysis of the effects of blasting vibration on young concrete

  • Zhengguo Gao*
  • , Qingqing Zhu
  • , Xin Huang
  • , Xiaobo Huang
  • *此作品的通讯作者
  • Beihang University
  • Air Force Engineering Design and Research Institute

科研成果: 书/报告/会议事项章节 › 会议稿件 › 同行评审

摘要

During large airport projects, blasting works can bring adverse effects on young concrete and decrease its strength. To ensure concrete structures comply with design requirements, model tests and numerical simulations were conducted to study this effect on the strength of young concrete. The test applied pendulum blew to the cubes at different curing times and measured 18-day and 28-day compressive strengths. The results show that the effects on the strength of young concrete depend on the curing time at blasting. The decrease of the strength within the first 1-2 days is not obvious, but is more pronounced at 3-5days. After that period, it has no more effect. It was also revealed that longer curing times can heal concrete cracks which occurred during the blasting vibration. The results of prior research work and site testing can also contribute to establish the security technology index for related projects.

源语言英语
主期刊名CICTP 2012
主期刊副标题Multimodal Transportation Systems - Convenient, Safe, Cost-Effective, Efficient - Proceedings of the 12th COTA International Conference of Transportation Professionals
页2986-2995
页数10
DOI
出版状态已出版 - 2012
活动12th COTA International Conference of Transportation Professionals: Multimodal Transportation Systems - Convenient, Safe, Cost-Effective, Efficient, CICTP 2012 - Beijing, 中国
期限: 3 8月 2012 → 6 8月 2012

丛书

姓名CICTP 2012: Multimodal Transportation Systems - Convenient, Safe, Cost-Effective, Efficient - Proceedings of the 12th COTA International Conference of Transportation Professionals

会议

会议12th COTA International Conference of Transportation Professionals: Multimodal Transportation Systems - Convenient, Safe, Cost-Effective, Efficient, CICTP 2012
国家/地区中国
市Beijing
时期3/08/12 → 6/08/12

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