OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Geotechnical and Geoenvironmental Engineering is 30. 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 2021-02-01 to 2025-02-01.)

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	55
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	52
Large-Strain Consolidation Analysis for Clayey Sludge Improved by Horizontal Drains	51
Use of Vertical and Inclined Walls to Mitigate the Interaction of Reverse Faulting and Shallow Foundations: Centrifuge Tests and Numerical Simulation	48
Closure to “Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils”	44
Discussion of “Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils”	44
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”	43
2022 H. Bolton Seed Memorial Lecture: Evaluating Liquefaction Effects	41
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	40
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	39
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	38
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta	37
Mechanisms and Modeling of the Catastrophic Landslide Dam at Jure Village, Nepal	37
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills	37
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	37
Discussion of “Foundation Settlement and Tilt of Millennium Tower in San Francisco, California”	36
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	35
Large-Scale Pile Load Tests in Mixed Sand and Soft Clay Ground: Impact of Aging and Stops in Driving	35
Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	34

Rapid Drawdown Analyses of Sparmos Dam	33
Identification of Important Random Field Domain in Foundation Engineering through Reliability Sensitivity Analysis	32
Implications of Interparticle Forces on Resilient and Shear Modulus of Unsaturated Compacted Kaolinite	31
Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures	31
Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”	31
Centrifuge Tests of Cone-Penetration Test of Layered Soil	30
Assessment of Consolidation-Induced Contaminant Transport for In Situ Capping of Subaqueous Contaminated Sediments	30