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 2022-01-01 to 2026-01-01.)

Article	Citations
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	145
Creep Deformation and Long-Term Strength of Ice-Rich Permafrost in Northern Alaska	88
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	67
Elastic-Viscoplastic Soil Constitutive Model for Simulation of Barrier Piles under Vehicle Crash Impact	66
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	61
Failure Mechanisms of Permafrost Bluff in Utqiaġvik, Alaska	55
Reviewers	53
Effect of Overconsolidation on Cyclic Resistance of Soils	48
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	48
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	47
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	47
Discussion of “Database for Deep Excavations in Soft Clay with Focus on Groundwater Drainage and Installation Effects”	45
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	43
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	41
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	40
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	40
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	40
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	39
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	38
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	38
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	38
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	36
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	35
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	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	34

Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	33
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions: A Correction	32
Influence of Overlying Layers of Loose and Dense Sand or Gravel on the Drilling Mud Pressure Causing Mud Loss from Horizontal Boreholes	31
Finite-Element Evaluation of Self-Boring Pressuremeter Tests in Soils	30
Strength and Deformation Characteristics of Sand–Rubber Mixtures under Torsional Shear Loadings	29
Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	29
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	29