Deep neural network and ANN ensemble for slope stability prediction

A. Gupta, Y. Aggarwal, P. Aggarwal
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Abstract

Application of deep neural networks (DNN) and ensemble of ANN with bagging for estimating of factor of safety (FOS) of soil stability with a comparative performance analysis done for all techniques. 1000 cases with different geotechnical and similar Geometrical properties were collected and analysed using the Limit Equilibrium based Morgenstern-Price Method with input variables as the strength parameters of the soil layers, i.e., Su (Upper Clay), Su (Lower Clay), Su (Peat), angle of internal friction (φ), Su (Embankment) with the factor of safety (FOS) as output. The evaluation and comparison of the performance of predicted models with cross-validation having ten folds were made based on correlation-coefficient (CC), Nash-Sutcliffe-model efficiency-coefficient (NSE), root-mean-square-error (RMSE), mean-absolute-error (MAE) and scattering-index (S.I.). Sensitivity analysis was conducted for the effects of input variables on FOS of soil stability based on their importance. The results showed that these techniques have great capability and reflect that the proposed model by DNN can enhance performance of the model, surpassing ensemble in prediction. The Sensitivity analysis outcome demonstrated that Su (Lower Clay) significantly affected the factor of safety (FOS), trailed by Su (Peat). This paper sets sight on use of deep neural network (DNN) and ensemble of ANN with bagging for estimating of factor of safety (FOS) of soil stability. The current approach helps to understand the tangled relationship of various inputs to estimate the factor of safety of soil stability using DNN and ensemble of ANN with bagging. A dependable prediction tool is provided, which suggests that model can help scientists and engineers optimise FOS of soil stability. Recently, DNN and ensemble of ANN with bagging have been used in various civil engineering problems as reported by several studies and has also been observed to be outperforming the current prevalent modelling techniques. DNN can signify extremely changing and intricate high-dimensional functions in correlation to conventional neural networks. But on a detailed literature review, the application of these techniques to estimate factor of safety of soil stability has not been observed.
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深度神经网络和人工神经网络集成在边坡稳定性预测中的应用
深度神经网络(DNN)和人工神经网络与套袋的集成在土壤稳定性安全系数(FOS)估计中的应用,并对所有技术进行比较性能分析。使用基于极限平衡的Morgenstern-Price方法,以输入变量为强度,收集并分析了1000个具有不同岩土和相似几何特性的案例土层的参数,即Su(上部粘土)、Su(下部粘土)、苏(泥炭)、内摩擦角(φ)、以安全系数(FOS)为输出的Su(路堤)。基于相关系数(CC)、Nash-Sutcliffe模型效率系数(NSE)、均方根误差(RMSE)、,平均绝对误差(MAE)和散射指数(S.I.)。根据输入变量的重要性,对输入变量对土壤稳定性FOS的影响进行了敏感性分析。结果表明,这些技术具有很强的预测能力,反映了DNN提出的模型可以提高模型的性能,在预测方面超过了集成。敏感性分析结果表明,Su(Lower Clay)对安全系数(FOS)的影响显著,其次是Su(Peat)。目前的方法有助于理解各种输入的纠缠关系,从而使用DNN和ANN与套袋的集成来估计土壤稳定性的安全系数。提供了一个可靠的预测工具,表明该模型可以帮助科学家和工程师优化土壤稳定性的FOS。最近,正如几项研究所报道的那样,DNN和ANN与bagging的集成已被用于各种土木工程问题,并且也被观察到优于当前流行的建模技术。DNN可以表示与传统神经网络相关的极其变化和复杂的高维函数。但在详细的文献综述中,尚未观察到这些技术在估计土壤稳定性安全系数方面的应用。
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来源期刊
Archives of materials science and engineering
Archives of materials science and engineering Materials Science-Materials Science (all)
CiteScore
2.90
自引率
0.00%
发文量
15
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