OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Geotechnical and Geoenvironmental Engineering is 32. 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 2021-09-01 to 2025-09-01.)

Article	Citations
Effect of Overconsolidation on Cyclic Resistance of Soils	138
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	101
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	86
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	81
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	65
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	59
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari	58
Discussion of “Database for Deep Excavations in Soft Clay with Focus on Groundwater Drainage and Installation Effects”	53
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	50
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
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	46
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	45
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	45
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	44
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	43
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	40
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	39
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	39
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	38
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	38
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm	36
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing	35
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	35
Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes	35

Full State of Stress and Strain at a Point near the Cone during Penetration Tests in Sand	35
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
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	34
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	34
Finite-Element Evaluation of Self-Boring Pressuremeter Tests in Soils	34
Shallow Seafloor Sediments: Density and Shear Wave Velocity	34
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	33
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	32
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	32
Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	32