Investigation of the model scale and particle size effects on the point load index and tensile strength of concrete using particle flow code
활용도 Analysis
논문 Analysis
연구자 Analysis
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Investigation of the model scale and particle size effects on the point load index and tensile strength of concrete using particle flow code' 의 참고문헌
Tunnel face stability and ground settlement in pressurized shield tunneling
Thin tunnel liners modeled with particle flow code
The synthetic rock mass approach for jointed rock mass modelling
The effect of non-persistent joints on sliding direction of rock slopes
The 3D numerical simulation for the propagation process of multiple pre-existing flaws in rock-like materials subjected to biaxial compressive loads
Study on the effect of tunnel face stabilization using the distinct element method
Study of rock dynamic fracture toughness by using VB-SCSC specimens under medium-low speed impacts
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
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 acoustic emissions in bonded-particle models of rock
Seismicity and stress rotation in a granular model of the brittle crust
Reformulation of elasticity theory for discontinuities and long-range forces
Propagation mechanism of neighboring cracks in rock-like cylindrical specimens under uniaxial compression
Propagation Mechanism of neighboring cracks in rock-like cylindrical specimens under uniaxial compression
Particle flow simulation of direct shear test of rock discontinuities
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 study on crack propagation in brittle jointed rock mass influenced by fracture water pressure
Numerical simulations of propagation, bifurcation and coalescence of cracks in rocks
Numerical simulations of granular shear zones using the distinct element method-1. Shear zone kinematics and the micromechanics of localization
Numerical simulation of failure process of rock-like materials subjected to impact loads
Numerical simulation of earthquake faults with gouge: Toward a comprehensive explanation for the heat flow paradox
Numerical simulation of crack growth and coalescence in rock-like materials containing multiple pre-existing flaws
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 Simulation of Triaxial Test on the Dense Sand by DEM, Geotechnical Special Publication No. 222
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 modify ed smooth-joint model
Mechanical behavior of rock-like jointed blocks with multi-non-persistent joints under uniaxial loading: A particle mechanics approach
Interplay of size effects in concrete specimens under tension studied via computational stochastic fracture mechanics
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
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
Evaluation of Behavior of EDZ around Rock Cavern by AE Measurements and DEM Simulation Using Bonded Particle Model
Estimating geometrical and mechanical REV based on synthetic rock mass models at Brunswick mine
Dynamic modelling of induced seismicity
Distinct element modeling of hydraulically fractured lac du Bonnet granite
Discrete modeling of rock joints with a smooth-joint contact model
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
Commission on standardization of laboratory and field tests. Suggested methods for determining tensile strength of rock materials
Analysis of punching shear in high strength RC panels– experiments, comparison with codes and FEM results
An experimental study on fracture coalescence characteristics of brittle sandstone specimens combined various flaws
Advances in discrete element method applied to soil rock and concrete mechanics
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 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 computer model for simulating progressive large scale movements in blocky rock systems
A bonded-particle model for rock
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Investigation of the model scale and particle size effects on the point load index and tensile strength of concrete using particle flow code'
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