OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Geotechnical and Geoenvironmental Engineering is 31. 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 2022-05-01 to 2026-05-01.)

Article	Citations
Reviewers	151
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	98
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	78
Discussion of “Database for Deep Excavations in Soft Clay with Focus on Groundwater Drainage and Installation Effects”	77
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	64
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	57
Elastic-Viscoplastic Soil Constitutive Model for Simulation of Barrier Piles under Vehicle Crash Impact	54
Simplified Approximate Method for the Seismic Analysis of Rocking Pile Groups	51
Creep Deformation and Long-Term Strength of Ice-Rich Permafrost in Northern Alaska	49
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	48
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	45
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	44
Monitoring the Performance of a Steel-Reinforced Mixed MSE Abutment Wall during and after Construction	43
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	43
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	42
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	42
Effect of Overconsolidation on Cyclic Resistance of Soils	40
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	40
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	37
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	36
Failure Mechanisms of Permafrost Bluff in Utqiaġvik, Alaska	34
Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	33
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	33
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	33
Closure to “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai	33

Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	32
Influence of Overlying Layers of Loose and Dense Sand or Gravel on the Drilling Mud Pressure Causing Mud Loss from Horizontal Boreholes	32
Strength and Deformation Characteristics of Sand–Rubber Mixtures under Torsional Shear Loadings	31
Shallow Seafloor Sediments: Density and Shear Wave Velocity	31
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	31
Wetting and Drying of Compacted Soils under Laterally Restrained Conditions	31