Correlation between Cone Penetration Test parameters, soil type, and soil liquidity index using long short-term memory neural network

IF 0.7 Q4 MECHANICS Studia Geotechnica et Mechanica Pub Date : 2023-11-13 DOI:10.2478/sgem-2023-0023
Mateusz Jocz, Marek Lefik
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Abstract

Abstract Accuracy and quality of recognizing soil properties are crucial for optimal building design and for ensuring safety in the construction and exploitation stages. This article proposes use of long short-term memory (LSTM) neural network to establish a correlation between Cone Penetration Test (CPTU) results, the soil type, and the soil liquidity index I L . LSTM artificial neural network belongs to the class of networks requiring deep machine learning and is qualitatively different from artificial neural networks of the multilayer perceptron type, which have long been widely used to interpret the results of geotechnical experiments. The article outlines the methodology of CPTU testing and laboratory testing of the liquidity index, as well as construction and preparation of data for the network. The proposed network achieved good results when considering a database consisting of the parameters of eight CPTU soundings, soil stratifications, and laboratory test results.
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基于长短期记忆神经网络的探深试验参数、土壤类型和土壤流动性指标的相关性研究
摘要土壤性质识别的准确性和质量对于优化建筑设计和保证施工开发阶段的安全至关重要。本文提出利用长短期记忆(LSTM)神经网络建立圆锥体穿透试验(CPTU)结果与土壤类型和土壤流动性指数之间的相关性。LSTM人工神经网络属于需要深度机器学习的一类网络,与长期以来广泛用于解释岩土工程实验结果的多层感知器类型的人工神经网络在性质上有所不同。本文概述了流动性指标的CPTU测试方法和实验室测试方法,以及网络数据的构建和准备。当考虑到由8个CPTU测深参数、土壤分层和实验室测试结果组成的数据库时,所提出的网络取得了良好的效果。
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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