Three-dimensional Seismic Displacement Analysis of Rock Slopes based on Hoek-Brown Failure Criterion
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저자
Yong-xin Li
Xiao-li Yang
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제어번호
105927023
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학술지명
KSCE Journal of Civil Engineering
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권호사항
Vol.
22
No.
11
[
2018
]
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발행처
대한토목학회
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자료유형
학술저널
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수록면
4334-4344
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언어
English
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출판년도
2018
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등재정보
KCI등재
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소장기관
영남대학교 과학도서관
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판매처
'
Three-dimensional Seismic Displacement Analysis of Rock Slopes based on Hoek-Brown Failure Criterion' 의 참고문헌
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XLME interpolants, a seamless bridge between XFEM and enriched meshless methods
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Unified continuum/discontinuum modeling framework for slope stability assessment
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USING GIS IN THE PROBABILISTIC ASSESSMENT OF EARTHQUAKE TRIGGERED LANDSLIDE HAZARDS
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Three-dimensional stability of slopes and excavations
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Three-dimensional limit analysis of seismic displacement of slope reinforced with piles
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Three-dimensional displacement analysis of slopes subjected to seismic loads
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Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay
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Steiner-point free edge cutting of tetrahedral meshes with applications in fracture
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Stability Charts for 3D Failures of Steep Slopes Subjected to Seismic Excitation
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Simplified Procedure for Coupled Seismic Sliding Movement of Slopes Using Displacement-Based Critical Acceleration
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Seismic displacement of rock slopes with nonlinear Hoek–Brown failure criterion
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Seismic bearing capacity of shallow foundations near rock slopes using the generalized Hoek-Brown criterion
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Seismic Displacements in Slopes by Limit Analysis
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Reliability Analysis of Tunnel Face in Broken Soft Rocks Using Improved Response Surface Method
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Phase-field analysis of finite-strain plates and shells including element subdivision
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Multiscale modelling of hydro-mechanical couplings in quasi-brittle materials
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Limit analysis method and its application to geotechnical engineering with linear and nonlinear failure criteria
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Hoek-Brown failure criterion-2002 edition
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GSI: A geologically friendly tool for rock mass strength estimation
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Finite strain fracture of 2D problems with injected anisotropic softening elements
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Estimating the geotechnical properties of heterogeneous rock masses such as flysch
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Empirical estimation of the Newmark displacement from the Arias intensity and critical acceleration
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Empirical Predictive Models for Earthquake-Induced Sliding Displacements of Slopes
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Element-wise fracture algorithm based on rotation of edges
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Effects of Earthquakes on Dams and Embankments
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Effective 2D and 3D crack propagation with local mesh refinement and the screened Poisson equation
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Effect of graph generation on slope stability analysis based on graph theory
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Earthquake-Induced Displacements of Solid-Waste Landfills
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Earthquake destructiveness potential factor and slope stability
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Dual-horizon peridynamics:A stable solution to varying horizons
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Dual-horizon peridynamics
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Displacement-based seismic design of a shallow strip footing positioned near the edge of a rock slope
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Damage and fracture algorithm using the screened Poisson equation and local remeshing
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Cracking particles: a simplified meshfree method for arbitrary evolving cracks
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Active earth pressure for soils with tension cracks under steady unsaturated flow conditions
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A software framework for probabilistic sensitivity analysis for computationally expensive models
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A simple and robust three-dimensional cracking-particle method without enrichment
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Three-dimensional Seismic Displacement Analysis of Rock Slopes based on Hoek-Brown Failure Criterion'
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