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Application of soft computing techniques in tunnelling and underground excavations: state of the art and future prospects

机译:软计算技术在隧道和地下开挖中的应用:最新进展和未来前景

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This article aims to provide a concise review on the state-of-the-art application of soft computing techniques to predict variousparameters in tunnelling and underground excavations. Various soft computing techniques involving data mining and machinelearning have found their application in the tunnelling-related problems. This article explores the application of artificialneural networks (ANNs), radial basis functions (RBFs), decision trees (DTs), random forest (RF) method, support vectormachines (SVMs), nonlinear regression methods such as multi-adaptive regression splines (MARS), and hybrid intelligentmodels in the prediction of engineering response of tunnels and underground excavations. They help in predicting crucialparameters that decide the serviceability of tunnels and associated structures lying above the tunnel cavity. The researchersworking in this domain have utilized the real-time data available from the construction projects in creating various machinelearning models. It is observed that there are no proper guidelines to obtain optimal network architecture in ANN for assessingthe parameters of the stated problem. RBFs and wavelet neural networks, which evolved from ANN, showed improvement inprediction accuracy. SVM and MARS methods are ornamented with improved computational efficiency and robustness of thealgorithm. DT and RF methods are interpretable and computationally less expensive compared to neural networks. Hybridintelligent models provided globally optimal solutions for nonlinear complex problems than simple neural network models.The limitations of the adopted soft computing methods are also emphasized. Overall, this article provides an intricate insighton the various soft computing techniques used by researchers to improve the performance of the machine learning models.
机译:本文旨在简要介绍一下软计算技术在预测隧道和地下开挖中的各种参数方面的最新应用。涉及数据挖掘和机器学习的各种软计算技术已经发现它们在与隧道相关的问题中的应用。本文探讨了人工神经网络(ANN),径向基函数(RBF),决策树(DT),随机森林(RF)方法,支持向量机(SVM)和非线性回归方法(例如多自适应回归样条线(MARS))的应用)和混合智能模型来预测隧道和地下基坑的工程响应。它们有助于预测决定隧道和位于隧道洞上方的相关结构的可服务性的关键参数。在这一领域工作的研究人员已利用建设项目中的实时数据来创建各种机器学习模型。可以看出,在ANN中没有适当的准则可以获取最佳的网络体系结构以评估所述问题的参数。从人工神经网络发展而来的RBF和小波神经网络显示出更高的预测准确性。支持SVM和MARS方法以提高计算效率和算法的鲁棒性。与神经网络相比,DT和RF方法是可以解释的,并且在计算上更便宜。混合智能模型为非线性复杂问题提供了比简单神经网络模型更好的全局最优解决方案,同时也强调了所采用的软计算方法的局限性。总体而言,本文对研究人员用来改善机器学习模型性能的各种软计算技术提供了复杂的见解。

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