基于优化 BP 神经网络的复合路基沉降预测
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张建 (1996—),男,硕士研究生,从事道路工程方面的研究。

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U416.1

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国家 948 资助项目 (2015-4-38);湖南省交通科技计划资助项目 (201803, 201303)


Research on settlement prediction of composite subgrade based on optimized BP neural network
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    摘要:

    为准确预测 CFG 桩复合路基的沉降,以观测时间的沉降、累计填土厚度、软土总厚度、软土压缩模量和桩长为输入变量,基于 MATLAB 平台,构建网络结构为 5-5-1 的 BP 预测模型,并用粒子群算法和遗传算法分别进行优化。再以肇庆市新区桥梁新建工程的观测数据进行仿真,将两种优化模型和普通 BP 模型的预测性能进行对比。结果表明:使用 PSO-BP 和 GA-BP 预测模型预测 CFG 桩复合路基的沉降是可行的,且预测精度高,预测结果明显优于普通 BP 沉降预测模型。本文成果可为复合路基的沉降预测提供一定的借鉴与参考。

    Abstract:

    In order to accurately predict the settlement of CFG pile composite subgrade, the observation time, cumulative fill thickness, soft soil thickness, soft soil compression modulus and pile length are taken as input variables, and a BP prediction model with a network structure of 5-5-1 is constructed based on the MATLAB platform. The BP prediction model is optimized by particle swarm optimization and genetic algorithm, and then the measured data of the new construction project of Qiaotou village in Zhaoqing city is simulated, finally the prediction performances of two kinds of optimization models are compared with the ordinary BP model. The results show that it is feasible to use PSO-BP and GA-BP prediction models to predict the settlement of CFG pile composite subgrade, and the prediction accuracy is high, and the prediction results are significantly better than the ordinary BP settlement prediction models. The results can provide some references for the settlement prediction of composite subgrade.

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张建,易文,袁伟嘉.基于优化 BP 神经网络的复合路基沉降预测[J].工程建设,2024,56(3):6-10

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  • 在线发布日期: 2026-08-06
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