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 2020-07-01 to 2024-07-01.)

Article	Citations
Restraint of Particle Breakage by Biotreatment Method	115
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading	99
SS-XGBoost: A Machine Learning Framework for Predicting Newmark Sliding Displacements of Slopes	74
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost	68
Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture	52
Crystal Growth of MICP through Microfluidic Chip Tests	51
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement	48
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study	48
Liquefaction Modeling for Biocemented Calcareous Sand	48
Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study	44
Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones	43
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay	42
Thermomechanical Behavior of Energy Piles and Interactions within Energy Pile–Raft Foundations	40
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions	39
Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier	39
Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag	38
Thermal Conductivity of Biocemented Graded Sands	37
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils	37
Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation	36
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	36
Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand	35
Experimental and Numerical Analysis of a Field Trial Application of Microbially Induced Calcite Precipitation for Ground Stabilization	35
Liquefaction Resistance of Biocemented Loess Soil	35
Effect of Particle Shape on Constitutive Relation: DEM Study	35
Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment	34

Memory-Enhanced Plasticity Modeling of Sand Behavior under Undrained Cyclic Loading	34
Multiscale Study of Soil Stabilization Using Bacterial Biopolymers	34
Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand	34
Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State	34
Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles	34
Coupled TDA–Geocell Stress-Bridging System for Buried Corrugated Metal Pipes	33
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	33
Forensic Geotechnical Analyses on the 2009 Building-Overturning Accident in Shanghai, China: Beyond Common Recognitions	32
Metamodel-Based Reliability Analysis in Spatially Variable Soils Using Convolutional Neural Networks	32
Assessment of Anomaly Detection Methods Applied to Microtunneling	32