Journal of Geotechnical and Geoenvironmental Engineering

Papers
(The H4-Index of Journal of Geotechnical and Geoenvironmental Engineering is 30. 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 2021-05-01 to 2025-05-01.)
ArticleCitations
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits128
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”94
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay75
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari72
Soluble Salts Reduction and Metal Leaching Behavior of Dredged Sediment for Reuse in Highway Slope Applications63
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion57
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies52
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving49
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition47
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand47
Effect of Overconsolidation on Cyclic Resistance of Soils46
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket44
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests44
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle43
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction41
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area41
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level41
Effects of Multitiered Configuration on the Internal Stability of GRS Walls41
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves41
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping39
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions38
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides38
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”36
Effect of Gradation and Particle Shape on the Limiting Compression Curves of Sand-Sized Siliceous Materials36
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils35
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer32
Centrifuge Modeling and DIC of Dynamic Compaction on Sandy Soils with Shallow Water Table32
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability32
Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands31
Lateral Pile Resistance, Wall Displacement, and Induced Reinforcement Force for Laterally Loaded Single Piles Near Mechanically Stabilized Earth Walls31
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations30
Closure to “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai30
0.20559000968933