Results 31 to 40 of about 208,400 (295)
Geofluids, 2022 In this paper, the pullout factor and failure mode of circular anchor plate at an inclined angle with the horizontal ground under the normal stress are studied with the method of the upper bound finite element limit analysis. The effects of soil cohesion,
Yibo Luo +4 more
doaj +1 more source
Failure Mechanism and Slope Factors for a Footing Resting on Slopes
Magazine of Civil Engineering, 2021 The behaviour of a footing affected significantly with the presence of the slope. The effect of slope on the bearing capacity, slope factor, and failure mechanism has been explored using limit analysis.
SHUKLA RAJESH PRASAD
doaj +1 more source
Effect of grain size distribution on the shear properties of sand
Frontiers in Materials, 2023 In this study, we investigated the effect of particle size distribution on the shear properties of sand. Direct shear tests were conducted using four types of sand samples with different particle size distributions obtained from standard sand produced by
Hong Guo +14 more
doaj +1 more source
Multifluid Eulerian modeling of dense gas–solids fluidized bed hydrodynamics: Influence of the dissipation parameters [PDF]
, 2008 Computational fluid dynamic (CFD) models must be thoroughly validated before they can be used with confidence for designing fluidized bed reactors.
Cadoret, Loic +5 more
core +4 more sources
Applied Sciences, 2020 A three-dimensional combined finite-discrete element element method (FDEM), parallelized by a general-purpose graphic-processing-unit (GPGPU), was applied to identify the fracture process of rough concrete–rock joints under direct shearing.
Gyeongjo Min +7 more
doaj +1 more source
Frictionless bead packs have macroscopic friction, but no dilatancy [PDF]
, 2008 The statement of the title is shown by numerical simulation of homogeneously sheared packings of frictionless, nearly rigid beads in the quasistatic limit. Results coincide for steady flows at constant shear rate γ in the limit of small γ
A. S. J. Suiker +17 more
core +7 more sources
Experimental Determination of Cohesion and Internal Friction Angle on Conventional Concretes
ACI Materials Journal, 2017 Various failure criterions have been used for the nonlinear analysis of concrete and reinforced concrete structures. To get more accurate results from the analyses, the selected failure criterion must be appropriate with the characteristics of problem and the assumptions made in the criterion should comply with the characteristics of problem.
Pul, Selim +4 more
openaire +2 more sources
Reply to the discussion by Ganesh on “Analysis of passive earth pressure modification due to seepage flow effects" [PDF]
, 2018 Using an assumed vertical retaining wall with a drainage system along the soil–structure interface, this paper analyses the effect of anisotropic seepage flow on the development of passive earth pressure.
Hu, Z, Wilkinson, Stephen, Yang, Z.X.
core +1 more source
Food waste impact on municipal solid waste angle of internal friction
Waste Management, 2011 The impact of food waste content on the municipal solid waste (MSW) friction angle was studied. Using reconstituted fresh MSW specimens with different food waste content (0%, 40%, 58%, and 80%), 48 small-scale (100-mm-diameter) direct shear tests and 12 large-scale (430 mm × 430 mm) direct shear tests were performed.
Department of Environmental Engineering Sciences, University of Florida, P.O. Box 116450, Gainesville, FL 32611-6450, USA ( host institution ) +4 more
openaire +3 more sources
Finite element modelling and experimental study of oblique soccer ball bounce [PDF]
, 2011 In this study, we develop a finite element model to examine the oblique soccer ball bounce. A careful simulation of the interaction between the ball membrane and air pressure in the ball makes the model more realistic than analytical models, and helps us
Degrieck, Joris +3 more
core +1 more source