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Probabilistic Analysis of Post-Failure Behavior in Landslides and Kinetic Energy-Based Risk Assessment
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Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model
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Analysis and reduction of quadrature errors in the material point method (MPM)
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A convected particle domain interpolation technique to extend applicability of the material point method for problems involving massive deformations
inferredcites →https://doi.org/10.1002/nme.4526openalex-extracted
Second‐order convected particle domain interpolation (CPDI2) with enrichment for weak discontinuities at material interfaces
inferredcites →https://doi.org/10.1002/nme.5620openalex-extracted
Enhancement of the material point method using B‐spline basis functions
inferredcites →https://doi.org/10.1007/s10346-013-0436-yopenalex-extracted
The Varnes classification of landslide types, an update
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A three-dimensional large-deformation random finite-element study of landslide runout considering spatially varying soil
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Assessment of physical vulnerability and potential losses of buildings due to shallow slides
inferredcites →https://doi.org/10.1007/s11440-023-02155-1openalex-extracted
Development of a GPU-accelerated implicit material point method for geotechnical engineering
inferredcites →https://doi.org/10.1007/s11440-023-02160-4openalex-extracted
Evaluating the exceedance probability of the runout distance of rainfall-induced landslides using a two-stage FEM-MPM approach
inferredcites →https://doi.org/10.1016/0045-7825(94)90112-0openalex-extracted
A particle method for history-dependent materials
inferredcites →https://doi.org/10.1016/0167-4730(90)90017-jopenalex-extracted
Probabilistic three-dimensional stability analysis of slopes
inferredcites →https://doi.org/10.1016/j.apm.2015.11.044openalex-extracted
Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis
inferredcites →https://doi.org/10.1016/j.cma.2015.04.005openalex-extracted
Improved coupling of finite element method with material point method based on a particle-to-surface contact algorithm
inferredcites →https://doi.org/10.1016/j.cma.2021.114530openalex-extracted
Shear band evolution and post-failure simulation by the extended material point method (XMPM) with localization detection and frictional self-contact
inferredcites →https://doi.org/10.1016/j.compgeo.2010.08.001openalex-extracted
Influence of heterogeneity on the reliability and failure of a long 3D slope
inferredcites →https://doi.org/10.1016/j.compgeo.2013.04.009openalex-extracted
Quantitative risk assessment of landslide by limit analysis and random fields
inferredcites →https://doi.org/10.1016/j.compgeo.2019.03.022openalex-extracted
Investigation of slope failure mode evolution during large deformation in spatially variable soils by random limit equilibrium and material point methods
inferredcites →https://doi.org/10.1016/j.compgeo.2021.104626openalex-extracted
Stability and failure mechanisms in three-dimensional cracked slope: Static and dynamic analysis
inferredcites →https://doi.org/10.1016/j.compgeo.2024.106269openalex-extracted
Pre- and post-failure behaviour of a dike after rapid drawdown of river level based on material point method
inferredcites →https://doi.org/10.1016/j.compgeo.2024.106324openalex-extracted
Comparing 2D and 3D slope stability in spatially variable soils using random finite-element method
inferredcites →https://doi.org/10.1016/j.compgeo.2024.106363openalex-extracted
Uncertainty Analysis of Post-Failure Behavior in Landslides Based on SPH Method and Generalized Geotechnical Random Field Theory
inferredcites →https://doi.org/10.1016/j.compgeo.2024.106413openalex-extracted
Probabilistic assessment of 3D slope failures in spatially variable soils by cooperative stochastic material point method
inferredcites →https://doi.org/10.1016/j.earscirev.2023.104329openalex-extracted
Vulnerability of buildings to landslides: The state of the art and future needs
inferredcites →https://doi.org/10.1016/j.enggeo.2007.03.006openalex-extracted
Effects of spatial variability of soil properties on slope stability
inferredcites →https://doi.org/10.1016/j.enggeo.2013.11.006openalex-extracted
Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method
inferredcites →https://doi.org/10.1016/j.enggeo.2021.106479openalex-extracted
Analysis of an excavation-induced landslide in stiff clay using the material point method
inferredcites →https://doi.org/10.1016/j.enggeo.2022.106978openalex-extracted
Wetting induced instabilities in layered slopes: A Material Point Method analysis
inferredcites →https://doi.org/10.1016/j.enggeo.2023.107313openalex-extracted
A practical approach for predicting landslide retrogression and run-out distances in sensitive clays
inferredcites →https://doi.org/10.1016/j.enggeo.2024.107429openalex-extracted
Numerical simulation on potential landslide–induced wave hazards by a novel hybrid method
inferredcites →https://doi.org/10.1016/j.gsf.2018.03.013openalex-extracted
Advanced reliability analysis of slopes in spatially variable soils using multivariate adaptive regression splines
inferredcites →https://doi.org/10.1016/j.proeng.2017.01.022openalex-extracted
A High Order Material Point Method
inferredcites →https://doi.org/10.1016/j.sandf.2022.101225openalex-extracted
Effect of spatial variability on stability and failure mechanisms of 3D slope using random limit equilibrium method
inferredcites →https://doi.org/10.1016/j.soildyn.2021.106588openalex-extracted
Cyclic shear property and seismic runout analysis for pumice fall deposit
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2004)130:5(507)openalex-extracted
Probabilistic Slope Stability Analysis by Finite Elements
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0001953openalex-extracted
Postfailure Analysis of Slopes by Random Generalized Interpolation Material Point Method
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0002308openalex-extracted
Stochastic Assessment of Landslide Influence Zone by Material Point Method and Generalized Geotechnical Random Field Theory
inferredcites →https://doi.org/10.1061/ajgeb6.0000517openalex-extracted
Probabilistic Modeling of Soil Profiles
inferredcites →https://doi.org/10.1061/nhrefo.nheng-2000openalex-extracted
Random Finite-Element Analysis of Slope Considering Strength Anisotropy and Spatial Variability of Soil
inferredcites →https://doi.org/10.1080/17499518.2015.1077973openalex-extracted
Effect of spatial variability on the slope stability using Random Field Numerical Limit Analyses
inferredcites →https://doi.org/10.1139/cgj-2012-0144openalex-extracted
Influence of soil nail orientations on stabilizing mechanisms of loose fill slopes
inferredcites →https://doi.org/10.1139/cgj-2019-0347openalex-extracted
Runout analyses using 2014 Oso landslide
inferredcites →https://doi.org/10.1139/cgj-36-4-612openalex-extracted
Characterization of geotechnical variability
inferredcites →https://doi.org/10.1680/jgele.16.00019openalex-extracted
Slope failure analysis using the random material point method
inferredcites →https://doi.org/10.1680/jgeot.15.lm.005openalex-extracted
Trends in large-deformation analysis of landslide mass movements with particular emphasis on the material point method
inferredcites →https://doi.org/10.3970/cmes.2004.005.477openalex-extracted
The Generalized Interpolation Material Point Method
inferredcites →https://doi.org/10.5194/nhess-12-2209-2012openalex-extracted
Characteristics of damage to buildings by debris flows on 7 August 2010 in Zhouqu, Western China
inferredcites →https://doi.org/10.1139/t99-038openalex-snapshot
Characterization of geotechnical variability
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