Simulation of the tensile failure behaviour of transversally bedding layers using PFC2D
활용도 Analysis
논문 Analysis
연구자 Analysis
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Simulation of the tensile failure behaviour of transversally bedding layers using PFC2D' 의 참고문헌
Tunnel de Base du Lotschberg-Bil an de L'excavation aux Tunneliers;BRGM editions
Timodaz: A successful international cooperation project to investigate the thermal impact on the EDZ around a radioactive waste disposal in clay host rocks
The shape effect on the morphology of the fracture surface induced by the Brazilian test
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 excavation of a circular tunnel in a bedded argillaceous rock (opalinus clay): Short-term rock mass response and FDEM numerical analysis
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
The behaviour of fracture growth in sedimentary rocks: A numerical study based on hydraulic fracturing processes
Tensile strength behaviour of recycled aggregate concrete
Split tensile strength on self-compacting concrete containing coal bottom ash
Simulating the crack propagation mechanism of pre-cracked concrete specimens under shear loading conditions
Self-monitoring application of conductive asphalt concrete under indirect tensile deformation
Scale effect on the shear behaviour of rock joints based on a numerical study
Scale effect in macroscopic permeability of jointed rock mass using a coupled stress-damage-flow method
Numerical study on failure mechanism of tunnel in jointed rock mass
Numerical study of the mechanical behavior of nonpersistent jointed rock masses
Numerical simulations and interpretations of Brazilian tensile tests on transversely isotropic rocks
Numerical simulation of thermal cracking in rocks based on general particle dynamics
Numerical simulation of the failure mechanism of circular tunnels in transversely isotropic rock masses
Numerical simulation of crack propagation and coalescence in pre-cracked rock-like Brazilian disks using the non-ordinary state-based peridynamics
Numerical modelling of the contact condition of a Brazilian disk test and its influence on the tensile strength of rock
Numerical determination of the equivalent elastic compliance tensor for fractured rock masses using the distinct element method
Multiscale numerical modeling of propagation and coalescence of multiple cracks in rock masses
Modeling the propagation mechanism of two random micro cracks in rock samples under uniform tensile loading
Mechanical and elastic properties of transversely isotropicslate
Mechanical and dynamic properties of high strength concrete modified with lightweight aggregates presaturated polymer emulsion
Investigation of porosity effect on mechanical strength characteristics of dolostone
Influence of the geometry of partiallyspanning joints on mechanical properties of rock in uniaxial compression
Influence of scale and matedness on the peak shear strength of fresh, unweathered rock joints
Influence of geometrical distribution of rock joints on deformational behavior of underground opening
Importance of anisotropy when estimating and measuring in situ stresses in rock
Fractures, convection and under pressure: Hydrogeology on the Southern margin of the Piceance basin, west-central Colorado, USA
Fracture pressure prediction for layered formations with anisotropic rock strengths
Fracture pressure model for inclined wells in layered formations with anisotropic rock strengths
Fracture analyses of different preholed concrete specimens under compression
Fracture analyses of different pre-holed concrete specimens under compression
Fractal characteristics and acoustic emission of anisotropic shale in Brazilian tests
Failure of transversely isotropic rock under Brazilian test conditions
Extended FEM modelling of crack propagation using the semicircular bending test
Experimental study of coal considering directivity effect of bedding plane under Brazilian splitting and uniaxial compression
Experimental and numerical study of asperity degradation in the direct shear test
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 the anisotropy and directionality of a jointed rock mass under numerical direct shear tests
Estimation of the crack width and deformation of FRP-reinforced concrete flexural members with and without transverse shear reinforcement
Effect of layer orientation on the failure of layered sand stone under Brazilian test conditions
Effect of layer orientation on acoustic emission characteristics of anisotropic shale in Brazilian tests
Effect of construction joints on the splitting tensile strength of concrete
Dynamic rock tensile strengths of Laurentian granite: Experimental observation and micromechanical model
Do joint geometrical properties influence the fracturing behaviour of jointed rock? An investigation through joint orientation
Distinct element modeling of strength variation in jointed rock masses under uniaxial compression
Discrete element modeling of anisotropic rock under Brazilian test conditions
Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist
Damage analysis of rock mass coupling joints, water and microseismicity
Consequences of the thermal transient on the evolution of the damaged zone around a repository for heat-emitting high-level radioactive waste in a clay formation: A performance assessment perspective
Brazilian tensile strength tests on some anisotropic rocks
Backcalculation of residual tensile strength of regular and high performance fibre reinforced concrete from flexural tests
Anisotropic characteristics of fractured rock mass and a case study in Shirengou metal mine in China
Anisotropic behaviour of stratified rock masses in tunneling
Analysis of punching shear in high strength RC panels– experiments, comparison with codes and FEM results
An experimental investigation of the Brazilian tensile strength and failure patterns of laminated sandstones
An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modeling
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 coupled experimental and numerical simulation of rock slope joints behavior
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Simulation of the tensile failure behaviour of transversally bedding layers using PFC2D'
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