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岩土锚杆基础受力性能与承载力的分析

Analysis of Force Property and Bearing Capacity of Rock-Soil Anchor’s Foundation

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【作者】 叶必炎李有生陈万福

【Author】 Ye Biyan Li Yousheng Chen Wanfu (Department of Rear Service,Northeast china Institute of Electric Power Engineering,Jilin city 132012)

【机构】 东北电力学院

【摘要】 介绍了锚固技术在国内外的发展和应用状况,讨论分析了影响单根锚杆基础极限承载力的因素。指出了“送电线路基础设计技术规定”中单锚承载力计算存在的某些缺陷。提出了计算锚杆极限承载力的新方法,可供设计参考,并有待通过试验验证。

【Abstract】 This paper describes development and application of anchorage technology in domestic and abroad and discussed factors that influence the ultimate bearing capacity of the single anchor foundation,points out deficiencies of the calculating method for single anchor bearing capacity provided in “Specification of Foundation Design of Transmission Lines”and presents a new calculating method of the anchor’s ultimate bearing capacity which should be verified by tests.

【关键词】 锚杆基础承载力受力性能
【Key words】 anchor’s foundationbearing capacity
  • 【文献出处】 东北电力学院学报 ,JOURNAL OF NORTHEAST CHINA INSTITUTE OF ELECTRIC POWER ENGINEERING , 编辑部邮箱 ,1997年03期
  • 【分类号】TU473.12
  • 【被引频次】18
  • 【下载频次】189
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