基于机器学习模型的软土固结系数预测

IF 0.8 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL
Caijin Wang, Yang Yang, Jianxin Chang, Guojun Cai, Huan He, Meng Wu, Songyu Liu
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引用次数: 0

摘要

软土固结系数(Cv)是反映土体在荷载作用下固结特性的参数,但其测试通常需要花费大量的时间和金钱。本文采用人工神经网络(ANN)和支持向量机(SVM)建立 Cv 预测模型,并利用广西贵港北海高速公路软土数据对模型进行训练和测试。通过相关矩阵对软土的 11 个物理力学参数进行统计分析。确定四个参数作为计算模型的输入参数,对计算模型进行训练和测试,检验预测模型的性能和鲁棒性。结果表明,ANN 模型和 SVM 模型都能准确计算 Cv,相关系数 R2 为 0.91,均方根误差 RMSE 为 0.2079 cm2/1000s,方差比 VAF 为 90%。ANN 模型的预测精度优于 SVM 模型,蒙特卡罗仿真结果表明 SVM 模型的鲁棒性最好。因此,将固结系数与其他物理力学参数联系起来,利用 ANN 模型和 SVM 模型预测 Cv,为快速计算 Cv 提供了新思路。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prediction of the Consolidation Coefficient of Soft Soil Based on Machine Learning Models

The coefficient of consolidation (Cv) of soft soil is a parameter that reflects the consolidation characteristics of soil under load, but it usually costs a lot in time and money to test. In this paper, an artificial neural network (ANN) and a support vector machine (SVM) are used to establish the Cv prediction model, and the soft soil data of Guigang Beihai Expressway in Guangxi are used to train and test the model. Eleven physical and mechanical parameters of soft soil are statistically analyzed by correlation matrix. Four parameters are determined as input parameters of the calculation model to train and test the calculation model, and the performance and robustness of the prediction model are checked. The results show that the ANN model and SVM model both accurately calculate the Cv, with coefficient of correlation R2 > 0.91, root mean square error RMSE < 0.2079 cm2/1000s, and variance ratio VAF > 90%. The prediction accuracy of the ANN model is better than that of the SVM model, and the Monte Carlo simulation results show that the SVM model is most robust. Therefore, the consolidation coefficient is connected with other physical and mechanical parameters, and the ANN model and SVM model are used to predict the Cv, which provides a new idea for fast calculation of the Cv.

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来源期刊
CiteScore
1.50
自引率
12.50%
发文量
65
审稿时长
6 months
期刊介绍: Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
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