基于机器学习算法的基坑沉降变形组合预测模型OA
A Combined Prediction Model of the Foundation Pit Settlement Deformation Based on Machine Learning Algorithm
为了克服单一机器学习模型的局限性,实现对基坑沉降变形的高精度预测,基于BP神经网络模型、CNN模型、SVR模型和LSTM模型,采用熵权法建立了基坑沉降变形组合预测模型.以工程实例中的监测数据为基础,对不同模型的预测结果进行评估.研究结果表明:单一机器学习模型和组合模型的预测精度均较高;基于信息熵原理得到了 BP神经网络模型、CNN模型、SVR模型和LSTM模型在组合模型中的权重分别为0.253 2、0.265 2、0.236 1、0.245 5;组合模型对测试集的预测精度最高,R2为0.92,平均相对误差为2.1%.研究成果可为提高基坑沉降变形的预测精度以及保障基坑工程安全提供参考.
In order to overcome the limitations of a single machine learning model and achieve high-precision pre-diction of foundation pit settlement & deformation,a combined prediction model for foundation pit settlement defor-mation is established by entropy weight method based on BP neural network model,convolutional neural network(CNN)model,support vector regression(SVR)model and long short-term memory(LSTM)model.Based on the moni-toring data of engineering examples,the prediction results of different models are evaluated.The results show that both single machine learning models and the combined model have high prediction accuracy;Based on the principle of information entropy,the weights of BP neural network model,CNN model,SVR model and LSTM model in the combined model are 0.253 2,0.265 2,0.236 1 and 0.245 5,respectively;The prediction accuracy of the combined model for the test set is the highest,the absolute coefficient R2 is 0.92,and the average relative error is 2.1%.The research results can provide reference for improving the prediction accuracy of foundation pit settlement deformation and ensuring the safety of foundation pit engineering.
唐兴章;徐雨;周苏华
中铁十四局集团建筑工程有限公司,山东济南 250014中铁十四局集团建筑工程有限公司,山东济南 250014湖南大学土木工程学院,湖南长沙 410082
建筑与水利
基坑工程沉降变形机器学习组合模型
foundation pit engineeringsettlement deformationmachine learningcombined model
《市政技术》 2026 (5)
110-117,8
长沙市自然科学基金(kq2402072)自然资源部滨海城市地下空间地质安全重点实验室开放基金(BHKF2023Y04)
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