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PSO-BP优化MGM(1,n)模型的风积沙路基沉降预测研究OA

Study on settlement prediction for aeolian-sand subgrades based on PSO-BP-optimized MGM(1,n)model

中文摘要英文摘要

准确预测沉降量对保障路基施工质量和公路长期安全运营具有重要意义.针对风积沙抗剪强度低,且用于路基填筑时易产生较大沉降变形而影响路面结构安全的问题,以G219线风积沙路段为研究对象,提出一种高精度的PSO-BP-MGM(1,n)路基沉降预测模型.首先,通过埋设监测仪器采集沉降数据作为建模样本;然后,将多变量灰色模型(Multivariable Grey Model,MGM(1,n))与粒子群优化算法(Particle Swarm Optimization,PSO)、反向传播神经网络(Back Propagation Neural Network,BP)结合,构建PSO-BP-MGM(1,n)综合预测模型,该模型以MGM(1,n)捕捉沉降趋势,并利用PSO-BP对MGM(1,n)的预测残差进行非线性修正,以弥补MGM(1,n)非线性拟合能力不足、BP神经网络小样本易过拟合的局限;最后,将该模型应用于G219线风积沙路基沉降预测.研究结果表明:PSO-BP-MGM(1,n)模型的沉降预测值与沉降实测值吻合度最高;相较MGM(1,n)模型,其最大平均绝对百分比误差(Mean Absolute Percentage Error,MAPE)、均方根误差(Root Mean Square Error,RMSE)、误差平方和(Sum of Squared Errors,SSE)分别降低1.341%、0.528、1.817;较双曲线模型,其最大 MAPE、RMSE、SSE分别降低 2.21%、0.965、5.523;PSO-BP-MGM(1,n)模型的灰色绝对关联度均在 0.995以上,优于 MGM(1,n)模型与双曲线模型;可综合考虑各监测点的相互影响,适用于多点联合预测;PSO-BP模型对MGM(1,n)模型预测的残差进行进一步建模与修正,可有效挖掘残差序列中隐含的规律性成分,提升综合模型的预测精度,可为风积沙地区路基沉降控制及类似地质条件下的沉降预测提供参考.

Accurate settlement prediction is essential for ensuring subgrade construction quality and the long-term safe operation of highways.Aeolian sand has low shear strength and can undergo substantial settlement deformation when used as subgrade fill,thereby compromising pavement structural safety.Taking an aeolian-sand section of National Highway G219 as the study site,this study proposes a high-accuracy PSO-BP-MGM(1,n)model for subgrade settlement prediction.First,settlement data collected using embedded monitoring instruments are used as modeling samples.Next,a hybrid model is constructed by integrating the Multivariable Grey Model(MGM(1,n))with Particle Swarm Optimi-zation(PSO)and a Back Propagation(BP)neural network.The MGM(1,n)model captures settlement trends,while PSO-BP performs nonlinear correction of the MGM(1,n)prediction residuals,thereby compensating for the limited nonlinear fitting capability of MGM(1,n)and reducing the tendency of BP neural networks to overfit small samples.Finally,the proposed model is applied to settlement predic-tion for the G219 aeolian-sand subgrade.The results show that the settlement predictions obtained us-ing the PSO-BP-MGM(1,n)model agree most closely with the measured values.Compared with the MGM(1,n)model,the maximum reductions in Mean Absolute Percentage Error(MAPE),Root Mean Square Error(RMSE),and Sum of Squared Errors(SSE)are 1.341 percentage points,0.528,and 1.817,respectively;compared with the hyperbolic model,the corresponding maximum reduc-tions are 2.21 percentage points,0.965,and 5.523.All absolute grey relational grades for the PSO-BP-MGM(1,n)model exceed 0.995,outperforming those of the MGM(1,n)and hyperbolic models.The proposed model accounts for interactions among monitoring points and is therefore suitable for joint multi-point prediction.By further modeling and correcting the MGM(1,n)predic-tion residuals,PSO-BP effectively identifies systematic components hidden in the residual se-quences and improves the overall prediction accuracy.The proposed approach can support sub-grade settlement control in aeolian-sand regions and settlement prediction under similar geological conditions.

马丽娜;张欣;梁永迁;梅磊磊

兰州交通大学 土木工程学院,兰州 730070兰州交通大学 土木工程学院,兰州 730070中交路桥建设有限公司,北京 101100中交路桥建设有限公司,北京 101100

交通工程

风积沙路基MGM(1,n)模型PSO-BP模型残差修正沉降预测

aeolian-sand subgradeMGM(1,n)modelPSO-BP modelresidual correctionsettle-ment prediction

《北京交通大学学报》 2026 (4)

66-79,14

甘肃省科技重大专项计划(25ZDWA006)中国国家铁路集团有限公司科技研究开发计划课题(N2024G047)Gansu Provincial Science and Technology Major Project(25ZDWA006)Science and Technology Research and Develop-ment Program of China State Railway Group Co.,Ltd.(N2024G047)

10.11860/j.issn.1673-0291.20250088

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