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东方华府深基坑支护体系设计理论应用研究

Applied Study on Design Theory in the Deep Foundation Pit Support of Eastern Washington
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摘要 结合东方华府深基坑支护工程实例,对预应力锚索复合土钉支护采用MIDAS GTS有限分析软件进行数值模拟并进行工程对比,从而对预应力锚索复合土钉支护结构进行了较全面深入的研究,得出了对工程设计有一定参考价值的结论。 Conbined the deep foundation pit engineering practice of Eastern Washington,this paper uses MIDASGTS finite analysis software to simulate and compare the works for prestressed cable composite soil nailing.In this paper,pre-stressed composite soil nail anchor bracing for a more in-depth study of engineering design have come to some reference value conclusion.
出处 《广东土木与建筑》 2011年第10期6-9,共4页 Guangdong Architecture Civil Engineering
关键词 土钉支护 复合土钉支护 预应力锚索 数值模拟 工程对比 soil nailing,composite soil nailing prestressed cable foundation pit numerical simulation project comparison
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参考文献7

  • 1岳猛.预应力锚索复合土钉支护数值模拟与工程对比[D]太原理工大学,太原理工大学2010.
  • 2Juran I.Kinematical limited analysis for design of soil-nailed structures. Journal of Geotechnical Engineer-ing . 1990
  • 3Shen C K,Bang S,Romstad K M,et al.Field measurements of an earth support system. Journal of the GeotechnicalEngineering Division, ASCE . 1981
  • 4Shen C K,Bang S,Herrman L R.Ground movement analysis of earth support system. Journal of the Geotechnical Engineering Division ASCE . 1981
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