Energy, Journal Year: 2021, Volume and Issue: 240, P. 122599 - 122599
Published: Nov. 19, 2021
Language: Английский
Energy, Journal Year: 2021, Volume and Issue: 240, P. 122599 - 122599
Published: Nov. 19, 2021
Language: Английский
Archives of Computational Methods in Engineering, Journal Year: 2021, Volume and Issue: 28(5), P. 3661 - 3686
Published: Jan. 5, 2021
Language: Английский
Citations
110Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2022, Volume and Issue: 14(4), P. 1292 - 1303
Published: April 14, 2022
Language: Английский
Citations
107Applied Soft Computing, Journal Year: 2023, Volume and Issue: 136, P. 110066 - 110066
Published: Feb. 2, 2023
Language: Английский
Citations
91International Journal for Numerical and Analytical Methods in Geomechanics, Journal Year: 2023, Volume and Issue: 47(15), P. 2706 - 2724
Published: July 19, 2023
Abstract In order to clarify the micro‐mechanics of clay during compression, behavior subjected one‐dimensional compression is investigated at particle scale using discrete element method (DEM). The flaky particles in simulation are approximated by clumps made spheres. A new contact model implemented account for double‐layer repulsive force, van der Waals attractive force and mechanical force. effect sphere arrangement clump discussed. DEM validated against experimental observations terms macroscopic compressibility, dip angle as well over consolidated behavior. e ‐log σ v curve shows a concave‐to‐linear shape. evolution indicates that tend have an anisotropy with preferential orientation towards horizontal direction. increase preconsolidation pressure decreases initial compressibility due number contacts. average coordination sphere‐sphere majority contacts generated before compressive stress reaches 100 kPa. Evolution soil fabric presented
Language: Английский
Citations
66Transportation Geotechnics, Journal Year: 2020, Volume and Issue: 27, P. 100508 - 100508
Published: Dec. 31, 2020
Language: Английский
Citations
100Canadian Geotechnical Journal, Journal Year: 2021, Volume and Issue: 59(4), P. 546 - 557
Published: July 15, 2021
This study adopts the Bayesian neural network (BNN) integrated with a strong non-linear fitting capability and uncertainty, which has not previously been used in geotechnical engineering, to propose modelling strategy developing prediction models for soil properties. The compression index C c undrained shear strength s u of clays are selected as examples. Variational inference (VI) Monte Carlo dropout (MCD), two theoretical frameworks solving approximating BNN, respectively, employed compared. results indicate that BNN focused on identifying patterns datasets, predicted show excellent agreement actual values. reliability using is high area dense datasets. In contrast, demonstrates low result sparse Additionally, novel parametric analysis method combination cumulative distribution function proposed. BNN-based capable capturing relationships input parameters . its reliable evaluation, therefore, shows great potential be applied design.
Language: Английский
Citations
83Computer Methods in Applied Mechanics and Engineering, Journal Year: 2021, Volume and Issue: 382, P. 113858 - 113858
Published: April 24, 2021
Language: Английский
Citations
76Acta Geotechnica, Journal Year: 2021, Volume and Issue: 17(4), P. 1167 - 1182
Published: July 30, 2021
Language: Английский
Citations
68Computers and Geotechnics, Journal Year: 2021, Volume and Issue: 141, P. 104492 - 104492
Published: Oct. 25, 2021
Language: Английский
Citations
67Transportation Geotechnics, Journal Year: 2021, Volume and Issue: 32, P. 100703 - 100703
Published: Dec. 13, 2021
Language: Английский
Citations
66