堆载预压软基处理最终沉降量及固结度计算分析
Calculation and Analysis of Final Settlement and Consolidation Degree of Soft Foundation Treatement by Preloading
孙广 1张彦红 1葛青茹 1李雅晴1
作者信息
- 1. 中冀建勘集团有限公司 石家庄市 050227
- 折叠
摘要
该文结合某电厂堆载预压地基处理施工监测实例,对获取的大量监测数据进行了分析.通过对数据进行多项式拟合,采用三点法计算最终沉降量以及固结度;同时采用经验双曲线法计算软基处理的最终沉降量与固结度,并对两种方法进行分析.结果表明,经验双曲线法计算的固结度比三点法更小,指出了两种方法在实际工程中应用的注意事项,并做出了合理选择.
Abstract
This paper analyzes a large amount of monitoring data obtained by combining a construction monitoring example of a certain power plant's preloading foundation treatment.By fitting polynomial to the data,the final settlement and consolidation degree are calculated by using the three-point method.At the same time,the empirical hyperbolic method is used to calculate the final settlement and consolidation de-gree of soft foundation treatment,and the two methods are analyzed.The results show that the consolida-tion degree calculated by the empirical hyperbolic method is smaller than that by the three-point method.Points out the precautions for the application of two methods in practical engineering and makes reasona-ble choices.
关键词
堆载预压/最终沉降量/固结度/三点法/经验双曲线法Key words
preloading/final settlement/consolidation degree/three-point method/empirical hyperbolic method引用本文复制引用
出版年
2024
NETL
NSTL
万方数据