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 2021-04-01 to 2025-04-01.)

Article	Citations
Discussion of “Shear Strength Anisotropy of Natural Granite Residual Soil” by Xinyu Liu, Xianwei Zhang, Lingwei Kong, Song Yin, and Yiqing Xu	126
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	72
Penetration Lengths of Agar Gum and Gellan Gum Used for Injection Grouting into Porous Media at Different Pressures	67
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	60
Dynamic Ground Response during Vibratory Sheet Pile Driving	54
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	49
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	44
Discussion of “Effects of Drilling for Tieback Anchors on Surrounding Ground: Results from Field Tests”	43
Discussion of “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
Closure to “Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils”	43
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	41
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
Mechanisms and Modeling of the Catastrophic Landslide Dam at Jure Village, Nepal	38
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	38
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
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	35
Discussion of “Foundation Settlement and Tilt of Millennium Tower in San Francisco, California”	35
Large-Scale Pile Load Tests in Mixed Sand and Soft Clay Ground: Impact of Aging and Stops in Driving	33
Effect of Anisotropic Consolidation on Cyclic Liquefaction Resistance of Granular Materials via 3D-DEM Modeling	32
Rapid Drawdown Analyses of Sparmos Dam	32
Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures	31

Identification of Important Random Field Domain in Foundation Engineering through Reliability Sensitivity Analysis	31
Implications of Interparticle Forces on Resilient and Shear Modulus of Unsaturated Compacted Kaolinite	30
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	29
Permanent Sheet Pile Wall in Soft Sensitive Clay	29