| 灌注桩沉渣超厚的事故分析及处理 |
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| 引用本文： | 崔怀明.灌注桩沉渣超厚的事故分析及处理[J].安徽建筑工业学院学报,2000,8(3):52-55. |
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| 作者姓名： | 崔怀明 |
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| 作者单位： | 蚌埠玻璃工业设计研究院!蚌埠233018 |
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| 摘 要： | 以工程实践为基础 ,结合一例采用桩土共同作用原理处理灌注桩沉渣超厚质量事故的过程 ,分析和探讨了对该类桩基事故的处理及设计计算中的一些问题。
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| 关 键 词： | 沉渣 极限承载力 桩土共同作用 桩基 基桩 |
ANALYSIS AND DISPOSAL OF CONSTRUCTING ACCIDENT OF OVER-THICK SEDIMENT OF PERFUSION PLOT |
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| Cui Huaiming.ANALYSIS AND DISPOSAL OF CONSTRUCTING ACCIDENT OF OVER-THICK SEDIMENT OF PERFUSION PLOT[J].Journal of Anhui Institute of Architecture(Natural Science),2000,8(3):52-55. |
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| Authors: | Cui Huaiming |
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| Abstract: | Basing a real engineering instance and using the theory of soil-plot coincidence action,we analyze and deal with the constructing accident of over-thick sediment of perfusion plot and discuss some problem in calculation and disposal of the constructing accident. |
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| Keywords: | sediment utmost load soil-plot coincidence action plot-baseD |
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