Results 11 to 20 of about 3,569 (218)
Implementation and verification of interface constitutive model in FLAC3D
Water Science and Engineering, 2011 AbstractDue to the complexity of soil-structure interaction, simple constitutive models typically used for interface elements in general computer programs cannot satisfy the requirements of discontinuous deformation analysis of structures that contain different interfaces.
Hai-min Wu, Yi-ming Shu, Jun-gao Zhu
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TOUGH3-FLAC3D: a modeling approach for parallel computing of fluid flow and geomechanics [PDF]
Computational Geosciences, 2021 Abstract The recent development of the TOUGH3 code allows for a faster and more reliable fluid flow simulator. At the same time, new versions of FLAC3D are released periodically, allowing for new features and faster execution.
Antonio Pio Rinaldi +7 more
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FLAC3D analysis on soil moving through piles [PDF]
, 2010 Piles may be utilised as deep foundations or employed to support offshore structures, which may be subjected to passive loading due to lateral soil movements. The safety of the piled foundations depends on the additional stresses induced. This issue has been investigated recently by conducting model tests on single piles and on pile groups with a new ...
Guo, Wei Dong, Ghee, Eng
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FLAC3D modelling of rock support arches
, 2020 This paper presents the FLAC3D modelling of rock support arches in trial stope at Boliden's Garpenbergmine in Sweden. The objective was to evaluate the effectiveness of rock support arches in stabilizing theground when rill stopes heights are raised beyond the current heights.
Saiang, David, Nyström, Anders
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Effect of Multiple Factors for the Roadway Excavation Process Stability in FLAC3D [PDF]
LithosphereAbstract Appropriate simulation set parameters are the precondition to obtain accurate results; while the simulation results are affected by multiple factors, it is thus crucial to investigate the sensibility of different factors. This paper first analyses the application situation of numerical simulation software in the field of ...
Li Danli, Dai Bing, Zhang Lei
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Simulation of rock subjected to underground blast using FLAC3D
Japanese Geotechnical Society Special Publication, 2016 In recent past, effects of blast loads on structures/foundations have gained considerable attention due to increase in threat from various man-made activities.
Kumar, Ranjan +2 more
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Stability analysis of rectangular tunnel excavation under different lateral pressure coefficients
Meikuang Anquan, 2022 In order to study the influence of gradual excavation of roadway on the stability of surrounding rock under different lateral pressure coefficients, FLAC3D software was used for modeling on the basis of similar simulation tests.
LI Dongping, FENG Ruiguang
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Meikuang Anquan, 2020 In order to clarify the influence of the location of the external dumping on the stability of the open-pit slope, a two-dimensional theoretical model of composite slope is established, and the formula for calculating the safety factor of end-slope ...
CHEN Yu
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Tunnelling Induced ground settlement considering soil variability [PDF]
International Journal of Mining and Geo-Engineering, 2023 Ground settlement need to be predicted well so that necessary precautionary measures could be adopted. Ground deformation behavior due to tunnel construction in inhomogeneous soil has been studied in the past few decades by many researchers.
Gouri Krishna, V B Maji
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FLAC3D Mohr-Coulomb criterion.
, 2022 FLAC3D Mohr-Coulomb criterion.
Qingjie Qi (9674147) +4 more
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