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 2021-11-01 to 2025-11-01.)

Article	Citations
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	141
Elastic-Viscoplastic Soil Constitutive Model for Simulation of Barrier Piles under Vehicle Crash Impact	88
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	84
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	63
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	61
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	55
Failure Mechanisms of Permafrost Bluff in Utqiaġvik, Alaska	55
Reviewers	54
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	48
Effect of Overconsolidation on Cyclic Resistance of Soils	47
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	46
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	45
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	43
Discussion of “Database for Deep Excavations in Soft Clay with Focus on Groundwater Drainage and Installation Effects”	43
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	41
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	38
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	38
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	38
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	37
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	37
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	37
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	36
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	36
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	35
Lateral Pile Resistance, Wall Displacement, and Induced Reinforcement Force for Laterally Loaded Single Piles Near Mechanically Stabilized Earth Walls	35

Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	34
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	34
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	31
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	31
Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	30
Influence of Overlying Layers of Loose and Dense Sand or Gravel on the Drilling Mud Pressure Causing Mud Loss from Horizontal Boreholes	30
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	30
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions: A Correction	30