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 2020-05-01 to 2024-05-01.)

Article	Citations
Restraint of Particle Breakage by Biotreatment Method	114
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading	90
SS-XGBoost: A Machine Learning Framework for Predicting Newmark Sliding Displacements of Slopes	62
Suffusion-Induced Evolution of Mechanical and Microstructural Properties of Gap-Graded Soils Using CFD-DEM	58
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost	57
A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes	53
Practical Estimation of Compression Behavior of Clayey/Silty Sands Using Equivalent Void-Ratio Concept	50
Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture	49
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement	47
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study	46
Liquefaction Modeling for Biocemented Calcareous Sand	46
Biocementation Control of Sand against Wind Erosion	45
Unsaturated Soil Mechanics: Fundamental Challenges, Breakthroughs, and Opportunities	44
Crystal Growth of MICP through Microfluidic Chip Tests	43
Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study	42
Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones	42
Load Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction	41
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions	39
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay	39
Thermomechanical Behavior of Energy Piles and Interactions within Energy Pile–Raft Foundations	39
Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier	37
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils	36
Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag	35
Seismic Behavior of Pile-Group-Supported Bridges in Liquefiable Soils with Crusts Subjected to Potential Scour: Insights from Shake-Table Tests	34
Thermal Conductivity of Biocemented Graded Sands	34

Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand	33
Memory-Enhanced Plasticity Modeling of Sand Behavior under Undrained Cyclic Loading	33
Large Deformation Finite-Element Simulation of Displacement-Pile Installation Experiments in Sand	33
Coupled TDA–Geocell Stress-Bridging System for Buried Corrugated Metal Pipes	33
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	33
Effect of Particle Shape on Constitutive Relation: DEM Study	33
Experimental and Numerical Analysis of a Field Trial Application of Microbially Induced Calcite Precipitation for Ground Stabilization	33
Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation	32