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 2020-11-01 to 2024-11-01.)

Article	Citations
Restraint of Particle Breakage by Biotreatment Method	125
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading	107
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost	76
Liquefaction Modeling for Biocemented Calcareous Sand	56
Crystal Growth of MICP through Microfluidic Chip Tests	56
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay	52
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement	52
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study	51
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils	51
Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study	48
Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation	44
Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State	43
Experimental and Numerical Analysis of a Field Trial Application of Microbially Induced Calcite Precipitation for Ground Stabilization	43
Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier	43
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions	41
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	39
Liquefaction Resistance of Biocemented Loess Soil	39
Evaluation of Roundness Parameters in Use for Sand	38
Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles	37
Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand	37
Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand	37
Multiscale Study of Soil Stabilization Using Bacterial Biopolymers	37
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	37
Thermal Conductivity of Biocemented Graded Sands	37
Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment	36

Effect of Light Biocementation on the Liquefaction Triggering and Post-Triggering Behavior of Loose Sands	36
Memory-Enhanced Plasticity Modeling of Sand Behavior under Undrained Cyclic Loading	35
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	35
Metamodel-Based Reliability Analysis in Spatially Variable Soils Using Convolutional Neural Networks	34
Poisson’s Ratio Characteristic Curve of Unsaturated Soils	34
Centrifuge Shaking Table Tests on Precast Underground Structure–Superstructure System in Liquefiable Ground	33
Liquefaction Mitigation of Sands with Nonplastic Fines via Microbial-Induced Partial Saturation	32