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肖昭然, 翟振威, 原方. 复合地基桩土应力测试方法研究[J]. 岩土工程学报, 2008, 30(8): 1208-1212.
引用本文: 肖昭然, 翟振威, 原方. 复合地基桩土应力测试方法研究[J]. 岩土工程学报, 2008, 30(8): 1208-1212.
XIAO Zhaoran, ZHAI Zhenwei, YUAN Fang. Measurement of stress in piles and soil for composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1208-1212.
Citation: XIAO Zhaoran, ZHAI Zhenwei, YUAN Fang. Measurement of stress in piles and soil for composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1208-1212.

复合地基桩土应力测试方法研究

Measurement of stress in piles and soil for composite foundation

  • 摘要: 传统复合地基试验测量方法是利用压力传感器对复合地基直接进行测量,存在试验费用和精度等问题。提出了一种新的复合地基试验方法,放弃了传统的直接测量桩体和土体的应力,转而测量载荷板在复合地基反力作用下的应变,然后运用一种基于板壳理论的半解析半数值的数学方法,有效地将应变值转换为所要测量的复合地基反力。该方法能够弥补传统方法的不足,可以较直观得出在荷载作用下桩和桩间土上的应力分布情况,为分析复合地基的力学性能提供了有力支持。

     

    Abstract: Pressure sensors were directly used in the traditional measurement methods for composite foundation.The problems of cost and precision might be aroused.A new method was proposed to measure the reaction of composite foundation instead of the traditional measurement methods.In this method,the strain of the loading plate on the composite foundation was measured,and then it was transformed into reaction of composite foundation by using numerical analysis method based on the shell theory.The proposed method could avoid the insufficiency of the traditional methods,and the distribution of direct reaction on the piles and the soil might be obtained.Therefore,it could provide powerful tools for the analysis of mechanical performance of the composite foundation.

     

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