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银川地区建筑地基沉降计算经验系数取值研究
引用本文:袁鹏,张卫兵,韩自刚.银川地区建筑地基沉降计算经验系数取值研究[J].科学技术与工程,2017,17(20).
作者姓名:袁鹏  张卫兵  韩自刚
作者单位:宁夏大学 土木与水利工程学院,宁夏大学 土木与水利工程学院,宁夏建筑设计研究院
基金项目:宁夏自然科学基金(NZ15027)
摘    要:为获得适合银川地区的建筑地基沉降计算经验系数,选取银川地区的多处工程场地,采用分层总和法和有限元软件ADINA分别计算地基最终沉降量,对比沉降计算结果并分析两种方法的差异;将理论计算的结果对比建筑地基实测平均沉降量,得出沉降计算经验系数,在置信度为95%的条件下,采用Bootstrap法推断出两种方法对应的沉降计算经验系数的置信区间分别为0.090, 0.142]和0.055, 0.092],该沉降经验系数置信区间的获得可为银川地区岩土工程技术人员提供参考和借鉴。

关 键 词:建筑地基  分层总和法  ADINA  Bootstrap法  沉降计算经验系数
收稿时间:2017/1/3 0:00:00
修稿时间:2017/2/19 0:00:00

Study on Calculation Experience Coefficient of Building Foundation Settlement in Yinchuan Area
YUAN Peng,and HAN Zi-gang.Study on Calculation Experience Coefficient of Building Foundation Settlement in Yinchuan Area[J].Science Technology and Engineering,2017,17(20).
Authors:YUAN Peng  and HAN Zi-gang
Institution:College of Civil and Hydraulic Engineering, Ningxia University,,Ningxia Institute of Architectural Design
Abstract:In order to obtain the empirical coefficient of settlement calculation for building foundation in Yinchuan area, Select multiple engineering sites in Yinchuan area, The final settlement of foundation is calculated by using the method of stratified summation and the nonlinear finite element software ADINA respectively. The settlement calculation results are compared and the differences between the two methods are analyzed. Comparing the calculated results with the measured average settlement of building foundation, got empirical coefficient of settlement calculation. Under the condition that the confidence level is 95%, Bootstrap method is used to deduce the confidence interval of the corresponding settlement calculation empirical coefficients of the two methods are 0.090, 0.142] and 0.055, 0.092] respectively. The confidence interval of the settlement experience coefficient can be used as reference for the engineering technicians in Yinchuan area.
Keywords:Building foundation  stratified summation method  ADINA  Bootstrap method  empirical coefficient of settlement calculation
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