基于GPS基线解的高层建筑地基沉降预测方法

Qiang Chen
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引用次数: 0

摘要

传统的高层建筑地基沉降预测方法在单位重量比分布上不能达到平均分布,导致地基沉降预测计算精度较差。为了提高预测精度,提出了一种基于GPS基线解的高层建筑地基沉降预测方法。构建了由土颗粒、孔隙水和孔隙气体组成的三相体系表达式,分析了地基地表水与土壤之间的密度压力变化趋势;在GPS基线解的基础上,分配单位权重比,提高周滑探测精度,准确计算历元前后电离层残差,重置比例,重新分配后验方差分量估计权重;建立了计算高层建筑主固结沉降的泊松曲线表达式,建立了地基沉降预测模型。通过对比实验验证了三种预测方法的准确性。在未经处理的地基沉降预测试验和填筑处理后地基沉降预测试验中,该算法优于其他两种算法。可以看出,GPS基线解算法的预测结果更加准确。
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Prediction method of high-rise building foundation settlement based on GPS Baseline Solution
The traditional foundation settlement prediction method of high-rise buildings cannot achieve average distribution in the distribution of unit weight ratio, resulting in poor accuracy of foundation settlement prediction calculation. In order to improve the prediction accuracy, a foundation settlement prediction method of high-rise buildings based on GPS baseline solution is proposed. The expression of three-phase system composed of soil particles, pore water and pore gas is constructed, and the variation trend of density pressure between foundation surface water and soil is analyzed; Based on the GPS baseline solution, the unit weight ratio is allocated to improve the detection accuracy of cycle slip, accurately calculate the ionospheric residuals before and after epochs, reset the proportion and redistribute the weight of a posteriori variance component estimation; The Poisson curve expression is established to calculate the main consolidation settlement of high-rise buildings, and the foundation settlement prediction model is established. A comparative experiment is designed to test the accuracy of the three prediction methods. In the prediction test of untreated foundation settlement and the prediction test of foundation settlement after filling treatment, the algorithm is better than the other two algorithms. It can be seen that the prediction result of GPS baseline solution algorithm is more accurate.
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