期刊文献+

桩锚支护结构在深基坑中的应用

The pile anchor supporting structure application in Deep foundation pit
下载PDF
导出
摘要 近年来随着我国城市建设的迅速发展,高层建筑物越来越多,由于城市用地的有限性,使得高层建筑不断向地下空间发展,需要进行基坑的开挖,随着基坑开挖深度的增大就要求对基坑进行支护。本文结合工程实例,根据桩锚支护结构的特点,以及该工程的地质条件和周围环境,对本工程基坑开挖进行了可行性和稳定性分析,并对桩锚在工程中的应用进行了探讨。 In recent years, with the rapid development of urban construction in China,there has been an increasing number of high-rise buildings. However, the limited nature of the urban land use makes the high-rise buildings keep the development of underground space. It takes to excavate foundation pit to use the underground space and with the excavation depths increasing. In this paper, with engineering examples, based on the characteristics of the pile anchor supporting structure application, as well as the engineering geological conditions and the surroundings around it, we analyze the feasibility and stability of excavation pit and discuss the pile anchor supporting structure application in the project.
出处 《中国新技术新产品》 2014年第20期130-130,共1页 New Technology & New Products of China
关键词 基坑支护 桩锚 稳定性 foundation pit the pile anchor stability
  • 相关文献

参考文献5

  • 1陈希哲.土力学地质基础[M].北京:清华大学出版社,2004.
  • 2YB9258-97.建筑基坑工程技术规范[S].[S].,..
  • 3JGJ120-99,建筑基坑工程技术规范[S].
  • 4益德清.深基坑支护工程实例[D].北京:中国建筑工业出版社.
  • 5宋二祥,邱玥.复合土钉支护变形特性的有限元分析[J].建筑施工,2001,23(6):370-371. 被引量:24

二级参考文献2

  • 1[2]Shen C.K. et al, Ground movement analysis of earth support system, J. Geotech. Eng. ASCE, 1981, 107(2),1609 - 1623
  • 2[3]Smith I. M., Su. S. Three dimensional FE analysis of a nailed soil wall curved in plan, Inter. J. Num. Analy. Meth. Geomech., 1997, 21, 583-597,等.

共引文献161

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部