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嵌岩端承桩桩底冲切实用计算
引用本文:彭功勋,林春秀,单联军,赵华.嵌岩端承桩桩底冲切实用计算[J].城市道桥与防洪,2007(5):130-133.
作者姓名:彭功勋  林春秀  单联军  赵华
作者单位:广州市政工程设计研究院,广东广州,510060
摘    要:针对当前多数工程师对嵌岩端承桩钻探深度知其然而不知其所以然的状况,该文对嵌岩端承桩的桩底冲切问题进行了探讨,提出利用基础冲切的计算方法来计算桩底冲切的思路,并分析了不同情况下嵌岩端承桩的必要勘察深度。

关 键 词:嵌岩端承桩  冲切  勘察深度
文章编号:1009-7716(2007)05-0130-03
收稿时间:2007-02-16
修稿时间:2007-02-16

Practical Calculation of Pile Bottom Impact Cut of Rock-Inlaid-End Bearing Pile
Peng Gongxun,Lin Chunxiu,Shan Lainjun,Zhao Hua.Practical Calculation of Pile Bottom Impact Cut of Rock-Inlaid-End Bearing Pile[J].Urban Roads Bridges & Flood Control,2007(5):130-133.
Authors:Peng Gongxun  Lin Chunxiu  Shan Lainjun  Zhao Hua
Abstract:In the light of many engineers knowing the hows but not the whys about the drilling depth of the rock-inlaid-end bearing pile now,the article approaches the pile bottom impact cut problem of the rock-inlaid-end beating pile,puts forward the thinking to utilize the basic calculation method of the impact cut to calculate the impact cut of pile bottom,and analyzes the necessary prospecting depth of rock-inlaid-end bearing pile under the different conditions.
Keywords:rock-inlaid-end bearing pile  impact cut  prospecting depth
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