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Prediction of Swelling Index Using Advanced Machine Learning Techniques for Cohesive Soils

机译:利用高级机械学习技术预测膨胀土壤粘性土壤

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摘要

Several attempts have been made for estimating the vital swelling index parameter conducted by the expensive and time-consuming Oedometer test. However, they have only focused on the neuron network neglecting other advanced methods that could have increased the predictive capability of models. In order to overcome this limitation, the current study aims to elaborate an alternative model for estimating the swelling index from geotechnical physical parameters. The reliability of the approach is tested through several advanced machine learning methods like Extreme Learning Machine, Deep Neural Network, Support Vector Regression, Random Forest, LASSO regression, Partial Least Square Regression, Ridge Regression, Kernel Ridge, Stepwise Regression, Least Square Regression, and genetic Programing. These methods have been applied for modeling samples consisting of 875 Oedometer tests. Firstly, principal component analysis, Gamma test, and forward selection are utilized to reduce the input variable numbers. Afterward, the advanced techniques have been applied for modeling the proposed optimal inputs, and their accuracy models were evaluated through six statistical indicators and using K-fold cross validation approach. The comparative study shows the efficiency of FS-RF model. This elaborated model provided the most appropriate prediction, closest to the experimental values compared with other models and formulae proposed by the previous studies.
机译:已经进行了几次尝试,用于估计由昂贵且耗时的耗尽计测试进行的重要溶胀指数参数。然而,它们仅重点关注神经元网络忽略了可能增加了模型预测能力的其他先进方法。为了克服这种限制,目前的研究旨在详细说明一种替代模型,用于估计来自岩土地物理参数的膨胀指数。该方法的可靠性通过几种先进的机器学习方法测试,如极端学习机,深神经网络,支持向量回归,随机森林,套索回归,部分最小二乘回归,岭回归,核岭,逐步回归,最小二乘回归,和遗传课程。这些方法已应用于建模样本,由875次噪0计测试组成。首先,利用主成分分析,伽马测试和转发选择来减少输入可变数字。之后,已经应用了先进的技术来建立所提出的最佳输入,并且它们的精度模型通过六个统计指标进行评估并使用K折叠交叉验证方法。比较研究显示了FS-RF模型的效率。该详细的模型提供了最接近实验值的最合适的预测,与以往的研究提出的其他模型和公式相比。

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