首页|考虑碾压参数影响的压实质量连续检测结果修正研究

考虑碾压参数影响的压实质量连续检测结果修正研究

扫码查看
为降低压路机行驶速度、行驶方向、振动频率等碾压参数引起的压实质量连续检测结果CMV误差,以动态变形模量Evd为修正目标,基于极限梯度提升XGBoost算法和多元线性回归方法分别建立CMV修正模型,对比修正模型的适用性,并分析各碾压参数对CMV误差的影响.研究表明,XGBoost修正结果与Evd的相关系数高达0.8且误差仅为1.7%,而多元线性回归修正结果与Evd的相关系数仅为0.65且误差高达9.2%,XGBoost修正模型更适用于降低由碾压参数引起的CMV检测误差.高速行驶会造成CMV存在显著的负误差,行驶方向的不同使CMV产生大小相当但正负相反的误差,振动频率对CMV误差的影响是非线性的且与频率的取值有关.最后根据现场压实检测数据的修正结果验证了 XGBoost修正模型对降低CMV检测误差的可靠性.
Study on Correction of Continuous Compaction Quality Test Results Considering Influence of Rolling Parameters
To reduce the detection errors caused by rolling parameters such as driving speed,direction,and vibration frequency of the roller,two correction models of CMV were developed using the extreme gradient boosting(XGBoost)al-gorithm and multiple linear regression method,with Evd(dynamic modulus of deformation)as the target for correction to compare the applicability of the correction models and analyze the influence of rolling parameters on CMV errors.The re-search indicates that the XGBoost-corrected results have a high correlation of 0.8 with Evd and an error of only 1.7%,while the regression-corrected results show a lower correlation of 0.65 with Evd and a higher error of 9.2%.Thus,the XGBoost correction model is more suitable for reducing the detection errors of CMV caused by rolling parameters.High-speed compaction leads to significant negative errors in CMV.Different driving directions cause errors of roughly equal magnitude but with opposite positive and negative values.The influence of vibration frequency on CMV errors is non-line-ar and depends on the specific frequency values.Finally,based on the corrected results from field compaction test data,the reliability of the XGBoost correction model in reducing CMV detection errors was validated.

railway subgradecontinuous detection techniquerolling parameterserror correctionmachine learning

聂志红、粟欣、赵鹏鹏、齐群、王学朋

展开 >

中南大学土木工程学院,湖南长沙 410075

中建铁路投资建设集团有限公司,北京 100070

铁路路基 连续检测 碾压参数 误差修正 机器学习

国家自然科学基金中南大学研究生自主探索创新项目(2023)

514784812023ZZTS0680

2024

铁道学报
中国铁道学会

铁道学报

CSTPCD北大核心
影响因子:0.9
ISSN:1001-8360
年,卷(期):2024.46(3)
  • 24