Journal of Geotechnical and Geoenvironmental Engineering

(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. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-09-01 to 2023-09-01.)
Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand124
Restraint of Particle Breakage by Biotreatment Method96
Effect of Particle Shape on Strength and Stiffness of Biocemented Glass Beads95
Shear Strength Envelopes of Biocemented Sands with Varying Particle Size and Cementation Level80
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading73
Microscale Visualization of Microbial-Induced Calcium Carbonate Precipitation Processes71
Polymer Elution and Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners63
Influence of Microbe and Enzyme-Induced Treatments on Cemented Sand Shear Response60
Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments59
Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners Permeated with Coal Combustion Product Leachates51
SS-XGBoost: A Machine Learning Framework for Predicting Newmark Sliding Displacements of Slopes48
Centrifuge Model Testing of Liquefaction Mitigation via Microbially Induced Calcite Precipitation48
Practical Estimation of Compression Behavior of Clayey/Silty Sands Using Equivalent Void-Ratio Concept46
Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes45
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement44
Suffusion-Induced Evolution of Mechanical and Microstructural Properties of Gap-Graded Soils Using CFD-DEM42
Acoustic Emission and Force Drop in Grain Crushing of Carbonate Sands42
Effects of Cyclic Temperature Variations on Thermal Response of an Energy Pile under a Residential Building39
A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes38
Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading38
Unsaturated Soil Mechanics: Fundamental Challenges, Breakthroughs, and Opportunities38
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost37
Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes37
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study36
Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture36
Biocementation Control of Sand against Wind Erosion36
Liquefaction Modeling for Biocemented Calcareous Sand35
Soil Sorptive Potential: Its Determination and Predicting Soil Water Density35
Load Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction35
Crystal Growth of MICP through Microfluidic Chip Tests33
Evaluation of Bearing Capacity on Geosynthetic-Reinforced Soil Structures Considering Multiple Failure Mechanisms33
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay33
Seismic Behavior of Pile-Group-Supported Bridges in Liquefiable Soils with Crusts Subjected to Potential Scour: Insights from Shake-Table Tests32
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions32
Bioinspiration for Anisotropic Load Transfer at Soil–Structure Interfaces32
Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag32