Journal of Geotechnical and Geoenvironmental Engineering

(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 2020-06-01 to 2024-06-01.)
Restraint of Particle Breakage by Biotreatment Method115
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading96
SS-XGBoost: A Machine Learning Framework for Predicting Newmark Sliding Displacements of Slopes67
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost62
A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes54
Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture51
Practical Estimation of Compression Behavior of Clayey/Silty Sands Using Equivalent Void-Ratio Concept50
Crystal Growth of MICP through Microfluidic Chip Tests48
Biocementation Control of Sand against Wind Erosion48
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study48
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement48
Liquefaction Modeling for Biocemented Calcareous Sand46
Load Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction43
Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study43
Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones43
Thermomechanical Behavior of Energy Piles and Interactions within Energy Pile–Raft Foundations40
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay40
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions39
Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier38
Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag38
Thermal Conductivity of Biocemented Graded Sands36
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils36
Effect of Particle Shape on Constitutive Relation: DEM Study35
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle35
Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand35
Multiscale Study of Soil Stabilization Using Bacterial Biopolymers34
Large Deformation Finite-Element Simulation of Displacement-Pile Installation Experiments in Sand34
Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand34
Experimental and Numerical Analysis of a Field Trial Application of Microbially Induced Calcite Precipitation for Ground Stabilization34
Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment33
Memory-Enhanced Plasticity Modeling of Sand Behavior under Undrained Cyclic Loading33
Liquefaction Resistance of Biocemented Loess Soil33
Coupled TDA–Geocell Stress-Bridging System for Buried Corrugated Metal Pipes33
Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation33
Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles33