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Artificial Neural Network Applications for Geotechnical Engineering

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: 20 December 2024 | Viewed by 2461

Special Issue Editor


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Guest Editor
Division of Geotechnics and Engineering Structures, Department of Concrete Structures, Lodz University of Technology, Al. Politechniki 6, 90-924 Łódź, Poland
Interests: artificial neural networks; geotechnics; civil engineering; soil; composite materials

Special Issue Information

Dear Colleagues,

Over the past few decades algorithms using biologically inspired signal transformation—artificial neural networks (ANNs)—has undergone a remarkable and exciting development path. From simple algorithms for classification and approximation to deep learning-based procedures whose operation is almost indistinguishable from the assistance of an intelligent being.

At all stages of this journey, ANNs have found and continue to find their applications in geotechnics and soil mechanics more often than in other disciplines of civil engineering and mechanics. The soil description usually contains a larger number of parameters. Many of these parameters are correlated. These correlations are phenomenological and are established mostly through experimental research in the laboratory and in situ. In soil description, the use of ANNs is natural because they are universal approximators of functions of many variables, built on the basis of a large set of experimental data. This is where the attractiveness of ANN comes from in applications such as site characterization, classification of soils, and modeling various aspects of soil behavior, including soil compaction, soil swelling, coupled hydro-thermo-mechanical processes in soils, liquefaction, and many others. The same properties of ANNs allow this technique to be used to predict the load-bearing capacity of piles, columns, and the effectiveness of soil strengthening methods. The source of information here is usually an extensive database on the behavior of these structures, collected both by geotechnical companies and laboratories, or as a result of theoretical research and numerical simulations. Particularly important is the ease of solving inverse problems by neural networks. In geotechnics, back-calculations are often performed to elaborate the results of experiments, such as with the Falling Weight Deflectometer used to assess the mechanical properties of layered subsoils. The great advantage of ANN applications is the possibility to increase the reliability of the existing soil description or improve the accuracy of predictions as new data are collected and even as the data concerning geometric and mechanical parameters arrives in real time while an engineering structure is being constructed. In this way, the ANNs support the empirical and observational methods of geotechnical design.

In applications to build numerical models in geotechnical engineering, as in other fields, artificial ANNs are used as surrogates of calculations performed by FEM programs or as an element of the constitutive description of the soil within the FEM procedure. Modern concepts of physically informed neural networks are also used in geotechnical models. Almost all types of ANN are proposed. In most applications, these are classical neural networks with hidden layers trained by the backward error propagation method; however, the use of convolutional networks or Long Short-Term Memory (LSTM) nets has appeared recently as promising practical applications (mostly to interpret data coming from the CPTU cone or Flat Dilatometer sensors).

We would like this collection of articles to include papers that document the use of ANNs in issues related to soil mechanics, but also to the mechanics of the soil-structure system and foundation techniques. The following specific topics, mentioned in the foreword above, are particularly welcome:

  • ANN as a tool of elaboration of in situ or laboratory tests in soil mechanics;
  • ANN for site characterization;
  • Classification of soils with ANN;
  • ANN as a numerical model of soil compaction, soil swelling, and coupled hydro-thermo-mechanical processes in soils;
  • ANN for prediction of liquefaction risk;
  • ANN for prediction of risk of landslides;
  • ANN-aided prediction of the load-bearing capacity of piles, columns, and other engineering structures;
  • ANN for assessment of the effectiveness of soil strengthening methods;
  • ANN as a surrogate procedure replacing some elements of FE computations in numerical modeling of soil-structure interactions;
  • ANN description of constitutive law in FE model of soils;
  • Physically informed ANNs in numerical modeling in geotechnics and soil mechanics;
  • ANN used for back calculations in solving inverse problem in geotechnics and soil mechanics;
  • Deep learning ANNs (convolutional, LSTM) in applications in geotechnics and soil mechanics;
  • Expert programs based on ANNs and data mining in geotechnics.

Prof. Dr. Marek Lefik
Guest Editor

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Keywords

  • artificial neural networks
  • approximation of experimental data with ANN
  • ANN as a surrogate for finite elements
  • correlations in soil mechanics with ANN
  • deep learning
  • ANN–aided prediction of structural properties

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Published Papers (2 papers)

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24 pages, 3353 KiB  
Article
Determining Rock Joint Peak Shear Strength Based on GA-BP Neural Network Method
by Chuangwei Zhu, Baohua Guo, Zhezhe Zhang, Pengbo Zhong, He Lu and Anthony Sigama
Appl. Sci. 2024, 14(20), 9566; https://doi.org/10.3390/app14209566 - 20 Oct 2024
Viewed by 690
Abstract
The peak shear strength of a rock joint is an important indicator in rock engineering, such as mining and sloping. Therefore, direct shear tests were conducted using an RDS-200 rock direct shear apparatus, and the related data such as normal stress, roughness, size, [...] Read more.
The peak shear strength of a rock joint is an important indicator in rock engineering, such as mining and sloping. Therefore, direct shear tests were conducted using an RDS-200 rock direct shear apparatus, and the related data such as normal stress, roughness, size, normal loading rate, basic friction angle, and JCS were collected. A peak shear strength prediction model for rock joints was established, by which a predicted rock joint peak shear strength can be obtained by inputting the influencing factors. Firstly, the study used the correlation analysis method to find out the correlation coefficient between the above factors and rock joint peak shear strength to provide a reference for factor selection of the peak shear strength prediction model. Then, the JRC-JCS model and four established GA-BP neural network models were studied to identify the most valuable rock joint peak shear strength prediction method. The GA-BP neural network models used a genetic algorithm to optimize the BP neural network with different input factors to predict rock joint peak shear strength, after dividing the selected data into 80% training set and 20% test set. The results show that the error of the JRC-JCS model is a little bigger, with a value of 11.2%, while the errors of the established GA-BP neural network models are smaller than 6%, which indicates that the four established GA-BP neural network models can well fit the relationship between the peak shear strength and selected input factors. Additionally, increasing the factor number of the input layer can effectively improve the prediction accuracy of the GA-BP neural network models, and the prediction accuracy of the GA-BP neural network models will be higher if factors that have higher correlation with the output results are used as input factors. Full article
(This article belongs to the Special Issue Artificial Neural Network Applications for Geotechnical Engineering)
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19 pages, 2473 KiB  
Article
An Advanced Soil Classification Method Employing the Random Forest Technique in Machine Learning
by Chih-Yu Liu, Cheng-Yu Ku, Ting-Yuan Wu and Yun-Cheng Ku
Appl. Sci. 2024, 14(16), 7202; https://doi.org/10.3390/app14167202 - 16 Aug 2024
Viewed by 1412
Abstract
Soil classification is essential for understanding soil properties and their suitability for conveying the characteristics of soil types. In this study, we present a prediction of soil classification using fewer soil variables by employing the random forest (RF) technique in machine learning. This [...] Read more.
Soil classification is essential for understanding soil properties and their suitability for conveying the characteristics of soil types. In this study, we present a prediction of soil classification using fewer soil variables by employing the random forest (RF) technique in machine learning. This study compiled the parameters outlined in the unified soil classification system (USCS), a widely used method for categorizing soils based on their properties and behavior. These parameters, encompassing grain size distribution, Atterberg limits, the coefficient of uniformity, and the coefficient of curvature, were defined within specific ranges to create a synthetic database for training the RF model. The importance of input factors in soil classification was assessed using the out-of-bag samples in RF. Through rigorous validation techniques, including cross-validation, the performance of the RF model is thoroughly assessed, demonstrating its capability to accurately evaluate soil classification. The findings indicate that the RF model presented in this study exhibits a promising alternative, providing automated and accurate classification based on soil data. Notably, the model indicates that the coefficients of uniformity and gradation are insignificant for soil classification and can predict soil types even when these factors are missing, a feat that traditional methods struggle to achieve. Full article
(This article belongs to the Special Issue Artificial Neural Network Applications for Geotechnical Engineering)
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