Open Access Article
Advances in Constructional Engineering. 2025; 5: (4) ; 80-82 ; DOI: 10.12208/j.ace.2025000147.
Comparison of machine learning models for deformation prediction of supporting structures in deep foundation pit engineering
深基坑工程支护结构变形预测的机器学习模型对比
作者:
王磊特 *
陕西亿达恒昇建筑有限公司 陕西咸阳
*通讯作者:
王磊特,单位:陕西亿达恒昇建筑有限公司 陕西咸阳;
发布时间: 2025-04-12 总浏览量: 22
PDF 全文下载
引用本文
摘要
深基坑工程支护结构的变形预测是保障工程安全的重要环节。随着传统预测方法的局限性,机器学习技术在该领域的应用得到了越来越广泛的关注。本文探讨了基于机器学习的不同模型在深基坑工程支护结构变形预测中的效果与对比,重点分析了各类算法(如决策树、支持向量机、神经网络等)在处理非线性关系及复杂数据集方面的优势与挑战。通过合理选择模型,可以显著提高预测精度,为深基坑支护结构的设计与施工提供科学依据。本文的研究为深基坑工程支护结构变形预测提供了新的思路和方法,并对不同机器学习算法的适用性进行了深入探讨。
关键词: 深基坑工程;支护结构;变形预测;机器学习;模型对比
Abstract
The deformation prediction of supporting structures in deep foundation pit engineering is a crucial link to ensure engineering safety. Due to the limitations of traditional prediction methods, the application of machine learning technology in this field has attracted increasing attention. This paper explores the effects and comparisons of different machine learning-based models in predicting the deformation of supporting structures in deep foundation pit engineering, with a focus on analyzing the advantages and challenges of various algorithms (such as decision trees, support vector machines, and neural networks) in handling nonlinear relationships and complex datasets. By selecting appropriate models, the prediction accuracy can be significantly improved, providing a scientific basis for the design and construction of deep foundation pit supporting structures. The research in this paper offers new ideas and methods for the deformation prediction of supporting structures in deep foundation pit engineering and conducts in-depth discussions on the applicability of different machine learning algorithms.
Key words: Deep foundation pit engineering; Supporting structure; Deformation prediction; Machine learning; Model comparison
参考文献 References
[1] 彭小琦.建筑市政工程深基坑施工技术措施研究[J].城市建设理论研究(电子版),2025,(18):205-207.
[2] 贺庭伟.深基坑支护结构变形实时监测与调控技术[J].四川建材,2025,51(05):119-121.
[3] 包钊.建筑工程深基坑支护结构变形监测技术[J].四川水泥,2025,(05):150-152.
[4] 潘森浩.深基坑支护结构内力及变形研究[J].建筑机械, 2025,(05):335-338+345.
[5] 郑怀祥.深基坑开挖中的支护方案选择与施工技术创新[C]//《施工技术》杂志社.2024年全国土木工程施工技术交流会论文集(上册).云南建设基础设施投资股份有限公司;,2024:373-376.
[6] 丁海军,陈勇,王翔,等.非对称荷载下桥梁墩台深基坑支护结构变形特性的分析[J].四川水泥,2024,(12):67-69.
[7] 曲政.两种桩锚支护结构多工况下的应力与位移变形分析[J].工程技术研究,2024,9(23):36-38+48.
[8] 时轶磊,曹程明,龙照,等.深基坑桩锚放坡组合支护结构变形及内力分析[J].甘肃科学学报,2024,36(06):1-6+18.
引用本文
王磊特, 深基坑工程支护结构变形预测的机器学习模型对比[J]. 建筑工程进展, 2025; 5: (4) : 80-82.