4.6(top 5%)
impact factor
4.6K(top 5%)
papers
124.5K(top 5%)
citations
120(top 5%)
h-index
4.6(top 10%)
impact factor
5.8K
all documents
133.1K
doc citations
160(top 5%)
g-index

Top Articles

#TitleJournalYearCitations
1Two-dimensional slope stability analysis by limit equilibrium and strength reduction methodsComputers and Geotechnics2007503
2A novel discrete model for granular material incorporating rolling resistanceComputers and Geotechnics2005404
3The signature of shear-induced anisotropy in granular mediaComputers and Geotechnics2013396
4The use of discrete fracture networks for modelling coupled geomechanical and hydrological behaviour of fractured rocksComputers and Geotechnics2017378
5A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepageComputers and Geotechnics1998367
6An efficient technique for generating homogeneous specimens for DEM studiesComputers and Geotechnics2003363
7Behavior of monopile foundations under cyclic lateral loadComputers and Geotechnics2009350
8Application of a Coupled Eulerian–Lagrangian approach on geomechanical problems involving large deformationsComputers and Geotechnics2011318
9Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compressionComputers and Geotechnics2013288
10Numerical simulation of drained triaxial test using 3D discrete element modelingComputers and Geotechnics2009286
11Multivariate adaptive regression splines for analysis of geotechnical engineering systemsComputers and Geotechnics2013279
12Frictional crack initiation and propagation analysis using the numerical manifold methodComputers and Geotechnics2012276
13Coupling of soil deformation and pore fluid flow using material point methodComputers and Geotechnics2015262
14Stochastic response surface method for reliability analysis of rock slopes involving correlated non-normal variablesComputers and Geotechnics2011259
15Controlling parameters for rainfall-induced landslidesComputers and Geotechnics2002255
16A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hysteresesComputers and Geotechnics2008250
17A high-cycle accumulation model for sandComputers and Geotechnics2005236
18Thermo-plasticity of claysComputers and Geotechnics2003231
19Probabilistic stability analyses of slopes using the ANN-based response surfaceComputers and Geotechnics2009229
20Simple genetic algorithm search for critical non-circular failure surface in slope stability analysisComputers and Geotechnics2005225
21Advances in modelling hysteretic water retention curve in deformable soilsComputers and Geotechnics2008221
22Numerical direct shear tests to model the shear behaviour of rock jointsComputers and Geotechnics2013220
23Instability of unsaturated soil slopes due to infiltrationComputers and Geotechnics2001217
24Support vector machines: Their use in geotechnical engineering as illustrated using seismic liquefaction dataComputers and Geotechnics2007216
25Finite element modeling of geomaterials using digital image processingComputers and Geotechnics2003209
26A fast contact detection algorithm for 3-D discrete element methodComputers and Geotechnics2004206
27Infiltration effects on stability of a residual soil slopeComputers and Geotechnics2000203
28New nested adaptive neural networks (NANN) for constitutive modelingComputers and Geotechnics1998202
29Probabilistic infinite slope analysisComputers and Geotechnics2011202
30Prediction of pile bearing capacity using artificial neural networksComputers and Geotechnics1996199
31Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element methodComputers and Geotechnics2011198
32Large deformation finite element analyses in geotechnical engineeringComputers and Geotechnics2015197
33Application of distinct element methods to simulation of hydraulic fracturing in naturally fractured reservoirsComputers and Geotechnics2016195
34Undrained lateral load capacity of piles in clay using artificial neural networkComputers and Geotechnics2006193
35Selecting parameters to optimize in model calibration by inverse analysisComputers and Geotechnics2004190
36Probabilistic analysis of underground rock excavations using response surface method and SORMComputers and Geotechnics2011190
37A fractal model for characterizing fluid flow in fractured rock masses based on randomly distributed rock fracture networksComputers and Geotechnics2015190
38Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methodsComputers and Geotechnics2009189
39Neural network based prediction of ground surface settlements due to tunnellingComputers and Geotechnics2001187
40System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube samplingComputers and Geotechnics2015185
41Modelling rock fracturing and blast-induced rock mass failure via advanced discretisation within the discontinuous deformation analysis frameworkComputers and Geotechnics2011184
42Coupled thermo-hydro-mechanical mechanism in view of the soil particle rearrangement of granular thermodynamicsComputers and Geotechnics2021184
43Modeling of creep in rock materials in terms of material degradationComputers and Geotechnics2003183
44A novel three-dimensional contact model for granulates incorporating rolling and twisting resistancesComputers and Geotechnics2015181
45Support vector machine applied to settlement of shallow foundations on cohesionless soilsComputers and Geotechnics2008178
46Review of fundamental principles in modelling unsaturated soil behaviourComputers and Geotechnics2011177
47Quantitative risk assessment of landslide by limit analysis and random fieldsComputers and Geotechnics2013177
48A simple constitutive model for granular soils: Modified stress-dilatancy approachComputers and Geotechnics1998175
49Coupled effects in stability analysis of pile–slope systemsComputers and Geotechnics2005172
50Modeling shear behavior and strain localization in cemented sands by two-dimensional distinct element method analysesComputers and Geotechnics2011170