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 2021-06-01 to 2025-06-01.)

Article	Citations
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	128
Effect of Overconsolidation on Cyclic Resistance of Soils	97
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	78
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	76
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari	65
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	60
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	53
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	51
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	50
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	49
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	48
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	45
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	44
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	44
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	43
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	43
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	42
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	41
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	40
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	39
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	38
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions: A Correction	37
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	37
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	35
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	35

A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	33
Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	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	32
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	32
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	31
Shallow Seafloor Sediments: Density and Shear Wave Velocity	31
Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	31
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	31
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	31
Centrifuge Modeling and DIC of Dynamic Compaction on Sandy Soils with Shallow Water Table	31