Investigation of the effects of particle size and model scale on the UCS and shear strength of concrete using PFC2D
활용도 Analysis
논문 Analysis
연구자 Analysis
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Investigation of the effects of particle size and model scale on the UCS and shear strength of concrete using PFC2D' 의 참고문헌
Use of discrete particle modeling to understand stress-release effects on mechanical and petrophysical behavior of granular rocks
Thin tunnel liners modeled with particle flow code
The synthetic rock mass approach for jointed rock mass modeling
The mutual effects between two unequal collinear cracks under compression
The modeling of crack propagation and coalescence in rocks under uniaxial compression using the novel conjugated bond-based peridynamics
The effect of non-persistent joints on sliding direction of rock slopes
The effect of micro pore on the characteristics of crack tip plastic zone in concrete
The effect of compression load and rock bridge geometry on the shear mechanism of weak plane
Tensile strength behaviour of recycled aggregate concrete
Study on the effect of tunnel face stabilization using the distinct element method
Standard test method for determination of the point load strength index of rock, ASTM D 5731-02
Stability analysis of vertical excavations in hard rock by integrating a fracture system into a PFC model
Split tensile strength on self-compacting concrete containing coal bottom ash
Size effect on biaxial flexural strength of concrete
Simulation of the mechanical behavior of discontinuous rock masses using a bonded-particle model
Simulation of failure around a circular opening in rock
Simulating the crack propagation mechanism of pre-cracked concrete specimens under shear loading conditions
Simulating acoustic emissions in bonded-particle models of rock
Self-monitoring application of conductive asphalt concrete under indirect tensile deformation
Seismicity and stress rotation in a granular model of the brittle crust
Peridynamic investigation on thermal fracturing behavior of ceramic nuclear fuel pellets under power cycles
Parametric study of smooth joint parameters on the shear behaviour of rock joints
PFC2D-Particle Flow Code in 2 Dimensions. Theory and Background
Out-of-plane motion of a thrust sheet during along-strike propagation of a thrust ramp: A distinct-element approach
Numerical simulations of granular shear zones using the distinct element method-1. Shear zone kinematics and the micromechanics of localization
Numerical simulation of thermal cracking in rocks based on general particle dynamics
Numerical simulation of propagation and coalescence of flaws in rock materials under compressive loads using the extended non-ordinary state-based peridynamics
Numerical simulation of initiation, propagation and coalescence of cracks using the nonordinary state-based peridynamics
Numerical simulation of earthquake faults with gouge: Toward a comprehensive explanation for the heat flow paradox
Numerical simulation of crack propagation and coalescence in pre-cracked rock-like Brazilian disks using the non-ordinary state-based peridynamics
Numerical simulation of collisional orogeny using the distinct element technique;Numerical Modeling in Micromechanics via Particle Methods
Numerical models of the evolution of accretionary wedges and fold-and-thrust belts using the distinct-element method
Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression
Numerical direct shear tests to model the shear behaviour of rock joints
Numerical analysis of the stability of heavily jointed rock slopes using PFC2D
Numerical Modeling in Micromechanics via Particle Methods
Numerical Investigation of Crown Pillar Recovery Beneath Stabilized Rockfill;Numerical Modeling in Micromechanics via Particle Methods
Numerical Experiments on Rough Joints in Shear Using a Bonded Particle Model;Aspects of tectonic faulting (Festschrift in Honour of George Mandl)
Multiscale numerical modeling of propagation and coalescence of multiple cracks in rock masses
Modelling progressive failure in fractured rock masses using a 3D discrete element method
Modeling the propagation mechanism of two random micro cracks in rock samples under uniform tensile loading
Modeling the anisotropic behavior of jointed rock mass using a modified smooth-joint model
Micromechanical modeling of dynamic compressive responses of mesoscopic heterogenous brittle rock
Mechanical behavior of rock-like jointed blocks with multi-non-persistent joints under uniaxial loading: A particle mechanics approach
Mechanical and dynamic properties of high strength concrete modified with lightweight aggregates presaturated polymer emulsion
Interplay of size effects in concrete specimens under tension studied via computational stochastic fracture mechanics
International society for rock mechanics, commission on standardization of laboratory and field tests. Suggested methods for determining tensile strength of rock materials
Initiation and reactiva-tion of faults during movement over a thrust-fault ramp: Numerical mechanical models
Generation of new cracks accompanied by the dynamic shear rupture propagation of the 2000 Tottori (Japan) earthquake
Fracture analyses of different pre-holed concrete specimens under compression
Extended FEM modelling of crack propagation using the semicircular bending test
Experimental investigation of size effect in concrete and sandstone under uniaxial tension
Experimental and numerical simulation of the microcrack coalescence mechanism in rock-like materials
Experimental and numerical evaluation of direct tension test for cylindrical concrete specimens
Evaluation of behavior of EDZ around rock cavern by AE measurement and DEM Simulation using bonded particle model
Estimation of the crack width and deformation of FRP-reinforced concrete flexural members with and without transverse shear reinforcement
Estimating geometrical and mechanical REV based on synthetic rock mass models at Brunswick mine
Dynamic modelling of induced seismicity
Dynamic damage constitutive relation of mesoscopic heterogenous brittle rock under rotation of principal stress axes
Distinct element modeling of hydraulically fractured lac du Bonnet granite
Discrete modeling of rock joints with a smooth-joint contact model
Damage initiation and propagation in hard rock during tunneling and the influ-ence of near-face stress rotation
Coupled DEM and FEM models: An approach to bridge the gap between large-scale geodynamic and high-resolution tectonic modeling
Contribution of rock mechanics to the new century
Backcalculation of residual tensile strength of regular and high performance fibre reinforced concrete from flexural tests
Analysis of punching shear in high strength RC panels– experiments, comparison with codes and FEM results
An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modeling
A study of the failure mechanism of planar non-persistent open joints using PFC2D
A numerical sandbox: Highresolution distinct element models of halfgraben formation
A novel conjugated bond linear elastic model in bond-based peridynamics for fracture problems under dynamic loads
A new mini-grating absolute displacement measuring system for static and dynamic geomechanical model tests
A new approach for measurement of anisotropic tensile strength of concrete
A lattice solid model for the nonlinear dynamics of earthquakes
A discrete numerical model for granular assemblies
A coupled thermomechanical bond-based peridynamics for simulating thermal cracking in rocks
A coupled experimental and numerical simulation of rock slope joints behavior
A computer model for simulating progressive large scale movements in blocky rock systems
A 3-D conjugated bond-pair-based peridynamic formulation for initiation and propagation of cracks in brittle solids
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Investigation of the effects of particle size and model scale on the UCS and shear strength of concrete using PFC2D'
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