TY - JOUR
T1 - Data-driven constitutive modelling of granular soils considering multiscale particle morphology
AU - Xiong, Wei
AU - Wang, Jianfeng
AU - Wu, Mengmeng
N1 - Funding Information:
This study was supported by the General Research Fund No. CityU 11201020 and No. CityU 11207321 from the Research Grant Council of the Hong Kong SAR, and the Contract Research Project No. CEDD STD-30-2030-1-12R from the Geotechnical Engineering Office of the Civil Engineering Development Department, as well as the BL13HB beamline of Shanghai Synchrotron Radiation Facility (SSRF). The first author acknowledges the financial support from Hong Kong PhD fellowship scheme (HKPFS).
Publisher Copyright:
© 2023 Elsevier Ltd
PY - 2023/10
Y1 - 2023/10
N2 - This paper adopts a micro-tomography (μCT)-based discrete element method (DEM) technique to generate a database for the constitutive modelling of granular soils. A large DEM database comprising 217 DEM simulations of morphologically gene-mutated and gene-decayed samples was generated. Based on this database, three neural network models, i.e., the backpropagation neural networks (BPNN), long short-term memory neural networks (LSTM), and gate recurrent unit neural networks (GRU) were utilised to predict the constitutive behaviours of granular soils. After training and testing, all trained models can reasonably predict granular soils' deviatoric stress-volumetric strain-axial strain relationship. It is found that: 1) the effects of particle morphology at different length scales, sample initial packing state, and confining stress condition can be well captured by all these models; 2) LSTM and GRU outperform BPNN in predictive performance with more local information; 3) With fewer weights and biases, more efficient computation, and more stable and even error distributions for different stages of axial strains, GRU shows the best predictive performance, followed by LSTM and BPNN. Furthermore, all three models are tested by the μCT experimental data. The excellent consistency between model prediction and experimental results reflects these algorithms' feasibility, capability and generalization for the constitutive modelling of granular soils.
AB - This paper adopts a micro-tomography (μCT)-based discrete element method (DEM) technique to generate a database for the constitutive modelling of granular soils. A large DEM database comprising 217 DEM simulations of morphologically gene-mutated and gene-decayed samples was generated. Based on this database, three neural network models, i.e., the backpropagation neural networks (BPNN), long short-term memory neural networks (LSTM), and gate recurrent unit neural networks (GRU) were utilised to predict the constitutive behaviours of granular soils. After training and testing, all trained models can reasonably predict granular soils' deviatoric stress-volumetric strain-axial strain relationship. It is found that: 1) the effects of particle morphology at different length scales, sample initial packing state, and confining stress condition can be well captured by all these models; 2) LSTM and GRU outperform BPNN in predictive performance with more local information; 3) With fewer weights and biases, more efficient computation, and more stable and even error distributions for different stages of axial strains, GRU shows the best predictive performance, followed by LSTM and BPNN. Furthermore, all three models are tested by the μCT experimental data. The excellent consistency between model prediction and experimental results reflects these algorithms' feasibility, capability and generalization for the constitutive modelling of granular soils.
KW - Discrete element method
KW - Gene mutation
KW - Granular soils
KW - Machine learning
KW - Spherical harmonic analysis
KW - X-ray micro-computed tomography
UR - http://www.scopus.com/inward/record.url?scp=85169929782&partnerID=8YFLogxK
U2 - 10.1016/j.compgeo.2023.105699
DO - 10.1016/j.compgeo.2023.105699
M3 - Journal article
AN - SCOPUS:85169929782
SN - 0266-352X
VL - 162
JO - Computers and Geotechnics
JF - Computers and Geotechnics
M1 - 105699
ER -