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振动沉管灌注桩无损检测综合分析研究
引用本文:马绍亮,徐仕金,徐飞,王爱明.振动沉管灌注桩无损检测综合分析研究[J].地质学刊,2005,29(3):174-177.
作者姓名:马绍亮  徐仕金  徐飞  王爱明
作者单位:[1]江苏省宿迁市华通公路工程有限公司,江苏宿迁223800 [2]东南大学交通学院,江苏南京210096 [3]江苏省交通工程公司,江苏淮安223001
摘    要:振动沉管灌注桩是建筑工程中常见桩选择之一,沉管桩随着土层较大变化易受到挤压而倾斜。沉管桩桩身缺陷可根据采得波形及结合实际情况分析。在无法确定其为何种缺陷时,可以采用开挖探查的方式,直接观察桩身的缺陷。同时可用高应变测试方法,得到基桩的极限承载力。

关 键 词:振动沉管  灌注桩  缺陷  低应变  高应变
文章编号:1003-6474(2005)03-0174-04
收稿时间:2004-08-05
修稿时间:2004年8月5日

Synthetic analyses on scatheless test of cast-in-place piles of vibro-diving casing
MA Shao-liang,XU Shi-jin,XU Fei,WANG Ai-ming.Synthetic analyses on scatheless test of cast-in-place piles of vibro-diving casing[J].Jiangsu Geology,2005,29(3):174-177.
Authors:MA Shao-liang  XU Shi-jin  XU Fei  WANG Ai-ming
Institution:1. Huatong Highway Engineering Company of Suqian City, Jiangsu Province, Suqian 223800, Jiangsu; 2. Transportation College of Southeast University, Nanjing 210096, China; 3. Transportation Engineering Company of Jiangsu Province, Huaian 223001, Jiangsu
Abstract:As a familiar pile type used in civil engineering, the cast-in-place pile of vibro-diving casing can be easily squeezed, forming the defects in pile shaft. The defects in the pile shaft are analyzed based on the collected wave patterns and in combination with the practical engineering practice, when the defects are unable to be determined, the excavation method can be used to observe the defects in the pile shaft directly. Meanwhile, high strain testing method can be used to test the ultimate bearing capacity of the foundation piles.
Keywords:Vibro-diving casing  Cast-in-place  Defects  Low strain test  High strain test
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