Dynamic prediction and optimization of tunneling parameters with high reliability based on a hybrid intelligent algorithm

IF 14.7 1区 计算机科学 Q1 COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE
Hongyu Chen , Qiping Geoffrey Shen , Miroslaw J. Skibniewski , Yuan Cao , Yang Liu
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引用次数: 0

Abstract

In this paper, a hybrid intelligent framework comprising Bayesian optimization (BO), gradient boosting with categorical features (CatBoost) and the nondominated sorting genetic algorithm-III (NSGA-III) was proposed to support multiobjective optimization of shield construction parameters without large sample datasets, improve the shield performance, and ensure reliable and interpretable results. First, with the use of the specific tunneling energy, advancing speed and cutter wear as objective functions, a BO-CatBoost prediction model for shield construction parameters and various objectives was constructed, and the key influencing factors were identified via the SHapley Additive exPlanations (SHAP) method. Then, a BO-CatBoost-NSGA-III model was developed to obtain Pareto solutions under different scenarios involving the adjustment of the key influencing factors. Finally, adopting the Wuhan Metro as the background, the accuracy, stability, and generalizability of the constructed algorithm were verified. The results indicated that (1) the developed BO-CatBoost algorithm is superior to 9 other algorithms. The R2 values of the proposed approach were 0.976 and 0.901–0.976 on the test set. (2) The developed BO-CatBoost-NSGA-III algorithm could be used to obtain Pareto solutions under different scenarios via the adjustment of the key influencing factors with the SHAP method, and the optimal solutions could facilitate improvements in the advancing speed, specific tunneling energy and cutter wear of 3.45 %, 6.09 %, and 0.52 %, respectively, with an overall average reliability of 90.5 %. (3) By comparing various prediction algorithms, optimization schemes of different objectives and geological conditions, the accuracy, stability, and generalizability of the constructed algorithm were verified. The developed BO-CatBoost-NSGA-III framework could enable dynamic adjustment of shield construction parameters for decision-making purposes in the event of conflicting shield construction objectives and exhibits generality.

基于混合智能算法的高可靠性隧道参数动态预测与优化
本文提出了一种由贝叶斯优化(BO)、带分类特征的梯度提升(CatBoost)和非支配排序遗传算法-III(NSGA-III)组成的混合智能框架,以支持无大样本数据集的盾构施工参数多目标优化,提高盾构性能,并确保结果的可靠性和可解释性。首先,以特定掘进能量、推进速度和刀盘磨损为目标函数,构建了盾构施工参数和各种目标的 BO-CatBoost 预测模型,并通过 SHapley Additive exPlanations(SHAP)方法确定了关键影响因素。然后,建立了 BO-CatBoost-NSGA-III 模型,通过调整关键影响因素获得不同方案下的帕累托方案。最后,以武汉地铁为背景,验证了所建算法的准确性、稳定性和普适性。结果表明:(1) 所开发的 BO-CatBoost 算法优于其他 9 种算法。在测试集上,所提方法的 R2 值分别为 0.976 和 0.901-0.976。(2) 所开发的 BO-CatBoost-NSGA-III 算法可通过 SHAP 方法对关键影响因素进行调整,获得不同场景下的帕累托方案,最优方案可促进推进速度、特定掘进能量和刀具磨损分别提高 3.45 %、6.09 % 和 0.52 %,总体平均可靠性达到 90.5 %。(3) 通过比较各种预测算法、不同目标的优化方案和地质条件,验证了所构建算法的准确性、稳定性和普适性。所开发的 BO-CatBoost-NSGA-III 框架可在盾构施工目标发生冲突时动态调整盾构施工参数,以达到决策目的,并具有通用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Information Fusion
Information Fusion 工程技术-计算机:理论方法
CiteScore
33.20
自引率
4.30%
发文量
161
审稿时长
7.9 months
期刊介绍: Information Fusion serves as a central platform for showcasing advancements in multi-sensor, multi-source, multi-process information fusion, fostering collaboration among diverse disciplines driving its progress. It is the leading outlet for sharing research and development in this field, focusing on architectures, algorithms, and applications. Papers dealing with fundamental theoretical analyses as well as those demonstrating their application to real-world problems will be welcome.
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