OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Geotechnical and Geoenvironmental Engineering is 33. 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 2021-08-01 to 2025-08-01.)

Article	Citations
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	132
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari	98
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	83
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	81
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	64
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	57
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	56
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	53
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	50
Effect of Overconsolidation on Cyclic Resistance of Soils	49
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	47
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	47
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	46
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	45
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	44
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	43
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	41
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	40
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	39
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	39
Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay	37
Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes	37
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	37
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	35
Finite-Element Evaluation of Self-Boring Pressuremeter Tests in Soils	34

Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	34
Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand	34
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	34
Full State of Stress and Strain at a Point near the Cone during Penetration Tests in Sand	34
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	34
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	34
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	33
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	33