1.7(top 50%)
impact factor
541(top 50%)
papers
5.7K(top 20%)
citations
34(top 20%)
h-index
1.7(top 50%)
impact factor
656
all documents
6.3K
doc citations
48(top 20%)
g-index

Top Articles

#TitleJournalYearCitations
1Buckling force chains in dense granular assemblies: physical and numerical experimentsGeomechanics and Geoengineering2009117
2The prediction of equivalent granular steady state line of loose sand with finesGeomechanics and Geoengineering2008115
3Developing new equations for TBM performance prediction in carbonate-argillaceous rocks: a case history of Nowsood water conveyance tunnelGeomechanics and Geoengineering2009103
4DEM analysis of angular ballast breakage under cyclic loadingGeomechanics and Geoengineering200782
5A simple method to create complex particle shapes for DEMGeomechanics and Geoengineering200876
6Effect of lime and fly ash on swell, consolidation and shear strength characteristics of expansive clays: a comparative studyGeomechanics and Geoengineering200968
7Use of shredded tyre waste in improving the geotechnical properties of expansive black cotton soilGeomechanics and Geoengineering201468
8An evaluation of the osmotic method of controlling suction∗Geomechanics and Geoengineering200862
9Experimental study of ultrasonic wave attenuation across parallel fracturesGeomechanics and Geoengineering200660
10A critical state framework for modelling bonded geomaterialsGeomechanics and Geoengineering200758
11Effect of infill materials on the performance of geocell reinforced soft clay bedsGeomechanics and Geoengineering201556
12Prediction model of tunnel boring machine performance by ensemble neural networksGeomechanics and Geoengineering200753
13Effect of dry density, soil texture and time-spatial variable water content on the soil thermal conductivityGeomechanics and Geoengineering201653
14The Second James K. Mitchell Lecture Undisturbed sand strength from seismic cone testsGeomechanics and Geoengineering200651
15Geo-engineering properties of expansive soil treated with xanthan gum biopolymerGeomechanics and Geoengineering202051
16Bearing capacity of foundations on slopesGeomechanics and Geoengineering201348
17Two- and three-dimensional bearing-capacity solutions for footings on two-layered claysGeomechanics and Geoengineering200647
18Elastic analysis of laterally loaded pile in multi-layered soilGeomechanics and Geoengineering200747
19Initial shear modulus of sandy soils and equivalent granular void ratioGeomechanics and Geoengineering201247
20Analytical solutions for consolidation aided by vertical drainsGeomechanics and Geoengineering200646
21Discrete element modelling of railway ballast under triaxial conditionsGeomechanics and Geoengineering200846
22Drained behaviour of cemented sand in high pressure triaxial compression testsGeomechanics and Geoengineering201246
23Effects of decomposition on the compressibility of fibrous peat — A reviewGeomechanics and Geoengineering201345
24Rock slope stability assessment using finite element based modelling – examples from the Indian HimalayasGeomechanics and Geoengineering201444
25An analytical solution for the nonlinear distribution of effective and total stresses in vertical backfilled stopesGeomechanics and Geoengineering201043
26Soil creep effects on ground lateral deformation and pore water pressure under embankmentsGeomechanics and Geoengineering201342
27Shear strength behaviour of polypropylene fibre reinforced cohesive soilsGeomechanics and Geoengineering201441
28Prediction of the unconfined compressive strength of stabilised soil by Adaptive Neuro Fuzzy Inference System (ANFIS) and Non-Linear Regression (NLR)Geomechanics and Geoengineering202241
29Influence of size of granulated rubber and tyre chips on the shear strength characteristics of sand–rubber mixGeomechanics and Geoengineering201740
30On the use of discrete element modelling to simulate the viscoelastic deformation behaviour of an idealized asphalt mixtureGeomechanics and Geoengineering200739
31Analytical solutions for a vertically loaded pile in multilayered soilGeomechanics and Geoengineering200738
32Residual stresses and shakedown in cohesive-frictional half-space under moving surface loadsGeomechanics and Geoengineering201337
33Use of evolutionary computing for modelling some complex problems in geotechnical engineeringGeomechanics and Geoengineering201537
34Statistical variations and new correlation models to predict the mechanical behaviour of the cement mortar modified with silica fumeGeomechanics and Geoengineering202237
35Technical approaches on permafrost thermal stability for Qinghai–Tibet RailwayGeomechanics and Geoengineering200636
36A study of geogrid-reinforced ballast using laboratory pull-out tests and discrete element modellingGeomechanics and Geoengineering201336
37Quasi-static fall of planar granular columns: comparison of 2D and 3D discrete element modelling with laboratory experimentsGeomechanics and Geoengineering200935
38Undrained monotonic response of sand–silt mixtures: effect of nonplastic finesGeomechanics and Geoengineering201135
39The Fourth James K. Mitchell Lecture: The CPT in offshore soil investigations - a historic perspectiveGeomechanics and Geoengineering201235
40Performance of square footing with structural skirt resting on sandGeomechanics and Geoengineering200834
41Influence of cyclic pre-shearing on undrained behaviour of carbonate sand in simple shear testsGeomechanics and Geoengineering200934
42Experimental investigation on interaction problem of two nearby circular footings on layered cohesionless soilGeomechanics and Geoengineering201334
43Estimation of maximum mud pressure in purely cohesive material during directional drillingGeomechanics and Geoengineering200633
44Limited flow characteristics of sand with fines under cyclic loadingGeomechanics and Geoengineering201033
45Estimation of the rock mass deformation modulus using a rock classification systemGeomechanics and Geoengineering201333
46Seismic response of flexible cantilever retaining walls with dry backfillGeomechanics and Geoengineering200632
47Use of an up-scaled DEM model for analysing the behaviour of a shallow foundation on a model slopeGeomechanics and Geoengineering200932
48New class of solutions for water infiltration problems in unsaturated soilsGeomechanics and Geoengineering201032
49Serviceability limit state CPT-based design for vertically loaded shallow footings on sandGeomechanics and Geoengineering201132
50A unified method to predict diffuse and localized instabilities in sandsGeomechanics and Geoengineering201332