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深基坑施工期周边防汛设施的安全预警指标研究

Study on safety early warning index of flood prevention facilities around deep foundation pit during construction period
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摘要 近年来城市地下空间飞速发展,城市内涝治理、防灾减灾体系和能力建设已纳入“十四五”规划。深基坑工程在施工期引起周边重要防汛设施安全事故屡见不鲜。本文提出在基坑工程设计阶段即考虑对周边防汛设施的影响,采用有限元软件对深基坑支护施工过程进行数值模拟,结合相关规范条例、工程经验制定施工期防汛设施的安全预警指标。在施工过程中,可再结合实测数据,调整数值模型,对预警指标进行修正,以期实现动态设计及信息化施工。 With the rapid development of urban underground space in recent years,urban water logging control,disaster prevention and preparedness system and capacity building have been included in the“14th five year plan”.It is not uncommon for deep foundation pit engineering to cause safety accidents of important flood prevention facilities around during the construction period.In the paper,the influence on the surrounding flood control facilities is considered in the foundation pit engineering design stage.The finite element software is used to simulate the construction process of the deep foundation pit support,and the safety early warning index of the flood control facilities during the construction period is formulated combined with the relevant regulations and Engineering experience.In the construction process,combined with the measured data,the numerical model can be adjusted to modify the early warning index,so as to achieve dynamic design and information construction.
作者 王建敏 曹友为 WANG Jianmin;CAO Youwei(College of Civil Engineering,Xuchang University,Xuchang 461000,China;Shanghai Youwei Engineering Design Co.,Ltd.,Shanghai 200093,China)
出处 《四川建材》 2020年第10期198-199,共2页 Sichuan Building Materials
基金 许昌学院科研项目:地下洞室施工期安全预警指标研究(2019YB008)。
关键词 深基坑 防汛设施 数值模拟 安全预警指标 deep foundation pit flood control facilities numerical simulation safety warning index
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  • 1方从严,卓家寿.节理岩体数值仿真研究综述[J].水利水运工程学报,2005(2):70-78. 被引量:9
  • 2马福恒,向衍,吴中如.水工混凝土结构健康诊断的预警系统[J].水利水运工程学报,2005(3):7-12. 被引量:15
  • 3许传华,任青文,郑治,肖德序.索风营水电站地下洞室岩体力学参数的位移反分析[J].岩土工程学报,2006,28(11):1981-1985. 被引量:19
  • 4GB50086-2001.锚杆喷射混凝土支护技术规范[S].[S].,2001..
  • 5任青文,许传华.基于位移突变的岩体稳定数值模拟分析[C].2004年水工专委会学术交流会议学术论文集,2004.
  • 6刘学增,俞文生.隧道稳定性件评价与塌方预警[M].上海:同济大学出版社,2010:21-29.
  • 7KARAKUS M, FOWELL R J. Effects of different tunnel face advance excavation on the settlement by FEM [ J]. Tunneling and Underground Space Technology, 2003, 18 ( 5 ) : 513-523.
  • 8EBERHARDT E. Numerical modeling of three-dimension stress rotation ahead of an advancing tunnel face [ J ]. Inter J of Rock Mech & Mining Sciences, 2001, 38: 499-518.
  • 9Wittke,W.New design concept for under-ground openings in rocks[Z].Infinite Elements in Geomechanics,Aschen,1972.
  • 10PELLI F,KAISER P K,MORGERNSTERN N R.Three-dimensional simulation of rock liner interaction near tunnel face[C]//Proceedings of the 2nd International Symposium on Numerical Models in Geomechanics.Ghent[s.n],1986:359-368.

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