A State-of-the-Art Comprehensive Review: Application of Artificial Intelligence in Predicting the Load-Bearing Capacity of Piles

IF 2 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Mohammadreza Ahmadi Golsefidi, Mahzad Esmaeili-Falak
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Abstract

Artificial intelligence models have widely replaced traditional statistical modeling tools as reliable alternatives for capacity estimation. Estimating the load-bearing capacity of piles using analytical formulas can yield a range of results, which can be attributed to the simplifying assumptions incorporated into the models. Another innovative method for predicting the load-bearing capacity of piles is the pile dynamic analysis test, which is based on the theory of one-dimensional wave propagation. Simpler methods such as field tests like the cone penetration test and standard penetration test have also been proposed by geotechnical engineers for evaluating pile capacity. This article provides an advanced review by organizing, summarizing, and categorizing the results of the most commonly used machine learning methods, innovative algorithms, and combined approaches-based data from static and dynamic loading tests and in situ tests in determining the load-bearing capacity of piles. To this end, 135 articles published in the past three decades were considered, taking into account reputable journals, top researchers, country contributions, and research institutions to highlight the annual research trends in this field. The paper presents a review of the application of various artificial intelligence algorithms such as ANN, GP, GB, regression algorithms, RF, SVM, DT, and Fuzzy logic in determining the load-bearing capacity of piles. Additionally, the sub-branches related to the ANN and GB algorithms were examined, and finally, studies conducted using optimization algorithms in conjunction with all the artificial intelligence methods were reviewed and presented. Furthermore, artificial intelligence techniques were classified into separate clusters using the VOSviewer clustering program, and their relationships were visualized through the thickness of connecting lines to identify their application domains. These findings can serve as a guide for researchers seeking to utilize artificial intelligence techniques in the field of pile load-bearing capacity in the future.

人工智能在桩承载力预测中的应用综述
人工智能模型已广泛取代传统的统计建模工具,成为容量估计的可靠替代方案。利用解析公式估算桩的承载能力可以产生一系列的结果,这可归因于模型中纳入的简化假设。另一种预测桩承载力的创新方法是基于一维波传播理论的桩动力分析试验。岩土工程师还提出了更简单的方法,如现场试验,如锥贯入试验和标准贯入试验,以评估桩的承载力。本文通过组织、总结和分类最常用的机器学习方法、创新算法的结果,以及基于静态和动态加载试验和现场试验的组合方法的数据,提供了一个先进的综述。为此,考虑到知名期刊、顶级研究人员、国家贡献和研究机构,考虑了过去三十年发表的135篇文章,以突出该领域的年度研究趋势。本文综述了各种人工智能算法如ANN、GP、GB、回归算法、RF、SVM、DT、模糊逻辑等在桩承载力确定中的应用。此外,研究了与ANN和GB算法相关的分支,最后回顾并介绍了将优化算法与所有人工智能方法结合使用的研究。在此基础上,利用VOSviewer聚类程序对人工智能技术进行分类,并通过连接线的粗细来可视化它们之间的关系,从而识别它们的应用领域。这些研究结果可以为今后在桩承载力领域应用人工智能技术的研究人员提供指导。
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
CiteScore
5.10
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0.00%
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审稿时长
19 weeks
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