OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Geotechnical and Geoenvironmental Engineering is 29. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-03-01 to 2025-03-01.)

Article	Citations
Discussion of “Shear Strength Anisotropy of Natural Granite Residual Soil” by Xinyu Liu, Xianwei Zhang, Lingwei Kong, Song Yin, and Yiqing Xu	120
Stochastic Slope Stability Analysis of an Embankment Supported by Isolated Soil–Cement Columns Considering Spatial Variability	76
Monitoring and Modeling Tidally Induced Pore-Pressure Oscillations in the Soil of St. Mark’s Square in Venice, Italy	58
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	56
Dynamic Ground Response during Vibratory Sheet Pile Driving	52
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	51
Discussion of “Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils”	44
Large-Strain Consolidation Analysis for Clayey Sludge Improved by Horizontal Drains	44
Closure to “Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils”	43
Seismic Interactions among Multiple Structures Founded on Liquefiable Soils in a City Block	43
Discussion of “Effects of Drilling for Tieback Anchors on Surrounding Ground: Results from Field Tests”	41
2022 H. Bolton Seed Memorial Lecture: Evaluating Liquefaction Effects	40
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	40
Nonlinear Dynamic Analyses of Perris Dam Using Transition Probability to Model Interbedded Alluvial Strata	39
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	38
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	37
A Simple Breakage Model for Calcareous Sand and Its FE Implementation	37
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	37
Reviewers	37
Mechanisms and Modeling of the Catastrophic Landslide Dam at Jure Village, Nepal	36
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills	35
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta	35
Discussion of “Foundation Settlement and Tilt of Millennium Tower in San Francisco, California”	34
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	33
Effect of Anisotropic Consolidation on Cyclic Liquefaction Resistance of Granular Materials via 3D-DEM Modeling	31

Large-Scale Pile Load Tests in Mixed Sand and Soft Clay Ground: Impact of Aging and Stops in Driving	31
Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	31
Rapid Drawdown Analyses of Sparmos Dam	30
Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures	29
Identification of Important Random Field Domain in Foundation Engineering through Reliability Sensitivity Analysis	29