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抛物线法在单桩竖向承载力确定中的应用

Application of Parabolic Method in Ascertainment of Vertical Bearing Capacity of Single Pile

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【作者】 崔树琴高盟

【Author】 CUI Shu-qin1,GAO Meng2 (1.Department of Civil Engineering,Tongling Institute,Tongling,Anhui 244000,China;2.Department of Underground Building and Engineering,Tongji University,Key Laboratory of Geotechnical and Underground Engineering,Ministry of Education,Shanghai 200092,China)

【机构】 铜陵学院土木工程系同济大学地下建筑与工程系岩土及地下工程教育部重点实验室 安徽铜陵244000上海200092

【摘要】 单桩载荷试验的Q-S曲线符合抛物线方程,将最小二乘法运用于该方程建立线性方程组,采用高斯消去法编制C语言程序,求出待定系数a、b、c,得到拟合的抛物线,用抛物线中的顶点求出单桩竖向极限承载力。工程实例表明该方法可行。

【Abstract】 The Q-S curve of static load test for a single pile is in conformity with the parabolic equation,which is applied to the linear equation with the least square method.The process is written to C programming language with Gauss elimination,then the undetermined coefficients a,b and c are solved and the fitted parabolic equations are got.As a result,the vertical bearing capacity of the single pile is extracted by the apex of the parabolic curve.The practical cases indicate that the method is reasonable.

  • 【文献出处】 水利与建筑工程学报 ,Journal of Water Resources and Architectural Engineering , 编辑部邮箱 ,2008年01期
  • 【分类号】TU473.11
  • 【被引频次】4
  • 【下载频次】75
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