首页|基坑降水引发的沉降理论计算及预测研究

基坑降水引发的沉降理论计算及预测研究

扫码查看
为有效掌握基坑沉降变形规律,以基坑所处地质条件为基础,先结合有效应力原理,利用分层综合法计算基坑降水引发的沉降理论值;其次,再以基坑施工过程中的现场沉降监测数据为基础,通过变形预测来佐证理论计算值的准确性.分析结果表明:在基坑沉降的理论计算结果中,沉降理论计算值均不同程度的小于沉降监测值,且随着与降水井中心距离的增加,沉降值具持续减小特征;在基坑沉降的预测研究结果中,所得预测结果的相对误差均值介于 2.02%~2.09%,说明ILSO-RVM-CT在基坑沉降变形预测中具有较强的预测能力,且预测结果显示基坑沉降变形后续还会具小速率增加特征,说明基坑沉降变形趋于稳定.
Theoretical Calculation and Prediction of Settlement Caused by Foundation Pit Precipitation
To effectively grasp the deformation law of foundation pit settlement,based on the geological conditions of the foundation pit,combined with the principle of effective stress,the layered comprehensive method is used to calculate the theoretical value of settlement caused by foundation pit precipitation;Secondly,based on the on-site settlement monitoring data during the excavation construction process,the accuracy of theoretical calculation values is supported by deformation prediction.The analysis results show that in the theoretical calculation results of foundation pit settlement,the settlement theoretical calculation values are to varying degrees smaller than the settlement monitoring values,and the settlement values have a continuous decreasing characteristic as the distance from the center of the drainage well increases;In the research results of predicting foundation pit settlement,the average relative error of the predicted results is between 2.02% and 2.09% ,indicating that ILSO-RVM-CT has strong predictive ability in predicting foundation pit settlement deformation,and the prediction results show that the settlement deformation of foundation pit will continue to increase at a small rate,indicating that the settlement deformation of foundation pit tends to be stable.

excavation dewateringtheoretical calculationson site monitoringdeformation prediction

彭伟

展开 >

陕西铁路工程职业技术学院, 陕西 渭南 714000

基坑 降水 沉降理论计算 变形预测

陕西铁路工程职业技术学院科研基金

KY2022-09

2024

粉煤灰综合利用
河北省墙体材料革新办公室 石家庄市粉煤灰综合利用和墙改办公室

粉煤灰综合利用

CSTPCD
影响因子:0.378
ISSN:1005-8249
年,卷(期):2024.38(1)
  • 9