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 2021-05-01 to 2025-05-01.)

Article	Citations
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	128
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	94
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	75
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari	72
Soluble Salts Reduction and Metal Leaching Behavior of Dredged Sediment for Reuse in Highway Slope Applications	63
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	57
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	52
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	49
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	47
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	47
Effect of Overconsolidation on Cyclic Resistance of Soils	46
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	44
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	44
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	43
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	41
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	41
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	41
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	41
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	41
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	39
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	38
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	38
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	36
Effect of Gradation and Particle Shape on the Limiting Compression Curves of Sand-Sized Siliceous Materials	36
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils	35

Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	32
Centrifuge Modeling and DIC of Dynamic Compaction on Sandy Soils with Shallow Water Table	32
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability	32
Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands	31
Lateral Pile Resistance, Wall Displacement, and Induced Reinforcement Force for Laterally Loaded Single Piles Near Mechanically Stabilized Earth Walls	31
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	30
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	30