3.4(top 10%)
impact factor
3.6K(top 5%)
papers
94.6K(top 5%)
citations
118(top 5%)
h-index
3.5(top 10%)
impact factor
3.8K
all documents
99.6K
doc citations
179(top 5%)
g-index

Top Articles

#TitleJournalYearCitations
1The Steady State of Sandy SoilsSoils and Foundations1996647
2Initial Fabrics and their Relations to Mechanical Properties of Granular MaterialSoils and Foundations1972646
3Finite Element Slope Stability Analysis by Shear Strength Reduction TechniqueSoils and Foundations1992618
4Undrained Deformation and Liquefaction of Sand Under Cyclic StressesSoils and Foundations1975591
5Similitude for Shaking Table Tests on Soil-Structure-Fluid Model in 1g Gravitational FieldSoils and Foundations1989590
6A Comprehensive Constitutive Equation for Granular MaterialsSoils and Foundations1996509
7Evaluation of Settlements in Sand Deposits Following Liquefaction During EarthquakesSoils and Foundations1992504
8Unified Dynamic Shear Moduli and Damping Ratios of Sand and ClaySoils and Foundations1993503
9Cyclic Triaxial Test of Dynamic Soil Properties for Wide Strain RangeSoils and Foundations1980435
10Observational Procedure of Settlement PredictionSoils and Foundations1978402
11Calibration of a Comprehensive Hypoplastic Model for Granular MaterialsSoils and Foundations1996390
12Shear Moduli of Sands under Cyclic Torsional Shear LoadingSoils and Foundations1978332
13Microscopic Particle Crushing of Sand Subjected to High Pressure One-Dimensional CompressionSoils and Foundations2001328
14Fabric Tensor for Discontinuous Geological MaterialsSoils and Foundations1982327
15Stress-Induced Anisotropy in Granular MassesSoils and Foundations1985327
16The Mechanism of Fabric Changes During Compressional Deformation of SandSoils and Foundations1972320
17Effects of Principal Stress Direction and Intermediate Principal Stress on Undrained Shear Behavior of SandSoils and Foundations1998318
18Empirical Correlation of Soil Liquefaction Based on SPT N-Value and Fines ContentSoils and Foundations1983314
19Mechanical and dissociation properties of methane hydrate-bearing sand in deep seabedSoils and Foundations2013314
20A Simple Gauge for Local Small Strain Measurements in the LaboratorySoils and Foundations1991308
21Methods to Estimate Lateral Force Acting on Stabilizing PilesSoils and Foundations1975304
22One-Dimensional Compression Behaviour of Uniformly Graded Sand Related to Single Particle Crushing StrengthSoils and Foundations2001299
23Engineering Behavior of Cement Stabilized Clay at High Water ContentSoils and Foundations2001298
24Strain Space Plasticity Model for Cyclic MobilitySoils and Foundations1992296
25Effects of Grain Size and Grading on Dynamic Shear Moduli of SandsSoils and Foundations1977285
26Strength and Deformation Characteristics of Sand in Plane Strain Compression at Extremely Low PressuresSoils and Foundations1986285
27Frictional Resistance at Yield between Dry Sand and Mild SteelSoils and Foundations1986284
28Influential Factors of Friction Between Steel and Dry SandsSoils and Foundations1986283
29Experimental Study of Anisotropic Shear Strength of Sand by Plane Strain TestSoils and Foundations1978280
30A Sample Preparation Method and its Effect on Static and Cyclic Deformation-Strength Properties of SandSoils and Foundations1982275
31Sand Response to Cyclic Rotation of Principal Stress Directions as Induced by Wave LoadsSoils and Foundations1983274
32Deformation Behavior of Anisotropic Dense Sand Under Principal Stress Axes RotationSoils and Foundations1986265
33Constitutive Equations for Normally Consolidated Clay Based on Elasto-ViscoplastSoils and Foundations1982246
34Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitationSoils and Foundations2012242
35Maximum and Minimum Void Ratio Characteristics of SandsSoils and Foundations2002230
36Volume Change of Clays Induced by Heating as Observed in Consolidation TestsSoils and Foundations1993229
37Mechanism of Wave-Induced Liquefaction and Densification in SeabedSoils and Foundations1990225
38Strength Anisotropy and Shear Band Direction in Plane Strain Tests of SandSoils and Foundations1990211
39Liquefaction Resistance of A Partially Saturated SandSoils and Foundations1989207
40Theoretical Aspects of Constitutive Modelling For Unsaturated SoilsSoils and Foundations1993206
41The Influence of Particle Breakage on the Location of the Critical State Line of SandsSoils and Foundations2011206
42An Estimate of the Influence of Soil Weight on Bearing Capacity Using Limit AnalysisSoils and Foundations1997203
43A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material ParametersSoils and Foundations2004203
44Flow Deformation of Sands Subjected to Principal Stress RotationSoils and Foundations1998201
45Damage statistics (Summary of the 2011 off the Pacific Coast of Tohoku Earthquake damage)Soils and Foundations2012201
46Regression Analysis of Soil CompressibilitySoils and Foundations1976200
47Dynamic Properties of Soft Clay for Wide Strain RangeSoils and Foundations1982196
48Microscopic Deformation Mechanism of Granular Material in Simple ShearSoils and Foundations1974194
49Non-invasive characterization of particle morphology of natural sandsSoils and Foundations2012194
50Numerical Analysis of the Stability of a Slope Reinforced with PilesSoils and Foundations2000193