OOIR: Observatory of International Research

Papers

(The TQCC of Soil Mechanics and Foundation Engineering is 2. 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 2022-08-01 to 2026-08-01.)

Article	Citations
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	11
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses	11
Experimental Substantiation of Internal Strength Parameters of L. N. Rasskazov’s ≪Energy≫ Soil Model	10
Experimental Determination of the Modulus of Total Deformation of a Sand Base Under a Round Die	9
Calculation of the Bearing Capacity of Permafrost Foundations of Engineering Structures in the Context of Global Climate Warming	8
Method for Determining the Deformation Modulus of Clay Soils Based on the Reconstruction of the Compression Curve for Long-Term Creep Condition	8
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt	8
Water Migration Model for Low-Temperature Saturated Rock Masses	8
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry	6
Characteristic Investigation of Bearing Performance for Necking Piles with Caps Assisted with Transparent Soil Technology	6
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building	6
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept	6
Three-Dimensional Numerical Simulation and Monitoring of the Stability of the Top Wall of a Large-Scale Rectangular Pipe	5
Calculation and Analysis of Reverse Torque of the Earth Pressure Balance Shield	5
Geophysical Investigations of Heterogeneity Foundation Soils Using Electrical Resistivity Tomography Technique	5
A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation	5
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects	5
Study of the Applicability of Sandstones and Claystones as Materials for Earthworks	5
Influence of Soil Conditions on Engineering Solutions for Earthquake-Resistant Buildings in Makhachkala, Russia	5
Rounding Approaches on Singular Yield and Plastic Potential Surfaces Using Circular Cylinders or Cones	5
A Case Study of Rock Mass Stability Based on Acoustic Monitoring and Numerical Simulation	5
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory	5
Structural Safety Analysis of Steel-Concrete Composite Single-Wall Caisson Cofferdams for Deep-Water Bridge Piers	5
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks	5
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences	4

Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls	4
Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis	4
Experimental Study of GMZ Bentonite Swelling and Erosion Under Simulated Fracture Conditions	4
Dewatering Under Permafrost Conditions with Consideration of Phase Transitions, Variations in Hydraulic Conductivity, and Soil Storage Properties	4
The Effect of Tide on the Planar Tilt of a Large Cylindrical Steel Tank	4
Bearing Capacity of Skirted Square Footing Under Inclined Loading in Granular Soil	4
Load Test on Barrette in Multi-Layered Soil	4
Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil	4
Study on the Microstructure and Strength of Expansive Soil at Different Dehydration Temperatures	4
Development of Assessment Methodology for the Probabilistic Characteristics of Random Spatial Inhomogeneity of Geomassifs	4
Tunnel Behavior Caused by Ground Surcharge in Clay	3
Modeling of Shear Deformation and Structural Changes of Soil-Type Media	3
Improvement of Strength of Expansive Soil Using a Combination of Industrial Bagasse and Low-Alkali Ecological Cement	3
Compatible Deformation Behavior of Different Zone Layout Sections in a Clay Core Dam Via Centrifuge Modeling	3
Effect of Nano and Ordinary Particles of Silica on the Swelling Properties of Expansive Soil	3
Treatment of Expansive Soils with Slag: A Review Study	3
Effects of the Critical Void Ratio on the Stability of Structures	3
A Case of Triaxial Testing of Frozen Soils	3
Ultimate Uplift Capacity of Multi-Underreamed Anchors in Soft Soil	3
Bases and Foundations of Moscow Citadels: Reconstruction and New Construction	3
Effect of the Rock Blasting Sequence on Buildings Adjacent to the Hehui Expressway	3
Dynamic Response and Deformation Characteristics of Urban Loess Subgrade under Vehicle Loading	3
Influence of Slope on Calculative Width of Pile	3
Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope	3
Static Lateral Pile Load Test in Cohesionless Soil: a 3-Pronged Validation by In-Situ Test, Finite Difference, and Finite Element Method	3
Analytical Solutions for Settlements of a Pavement Structure on Geosynthetic-Reinforced Embankments Overlying Voids	3
Experimental Study on the Strengthening Effect of Cyclic and Progressive Electroosmosis	3
Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods	3
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan	2
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method	2
Research on the Evolution Law and Mechanism of Clay Strength Under Glucose Anaerobic Degradation	2
Investigations of Soil Models Used to Study Soil Base Liquefaction	2
Experimental Studies of the Water-Physical Properties of Clay Soil Stabilized with Quicklime	2
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences	2
Modeling Pore Pressure Changes in the “CPTU Probe–Soil” System During Dissipation Testing	2
Parameters of Nonlinear Laws of Longitudinal Interaction of Underground Pipelines with Soil	2
Dynamic Response and Damage of Subway Tunnels Subjected to Explosion-Induced Loads	2
Physical and Mechanical Properties of Ash-And-Slag Mixtures for Their Use in Structural Foundations	2
Three-Circuit Soil Thermal Stabilization System to Maintain the Natural and Technical Systems of the Arctic	2
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations	2
An Experimental Predictive Model Development for Time-Dependent Rheological Properties of Composite Strata Soil	2
Strength Properties of Sedimentary Tailings with Different Contents of Fine Particles and the Seepage Damage Risk of Tailings Dams	2
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill	2
Bearing Capacity Analysis of Pile Foundations Under Composite Loads Based on the Pasternak Foundation Model Under Small Deformation	2
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths	2
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model	2
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel	2
Numerical Simulation Study of High In-Situ Stress Surrounding Rock Under Coupled Loading Based on FLAC3D and SHPB	2
Numerical Solution of Non-Limit Active Earth Pressure with Wall Movement of Rotation About the Top	2
Experience in Construction of a High-Rise Building on a Foundation Base with Underground Excavations	2

Experience and Prospects in the Use of Auger Cast Piles	2
Experimental Investigations on the Evolution of Undrained Mechanical Characteristics of Cohesionless Soils Subjected to Internal Erosion	2
Experimental Investigation of Vertical and Lateral Bearing Behaviors of Single Piles	2
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential	2
Database-Based Analysis of Compression Interpretation Criteria for Rectangular Barrette Pile Capacity	2
Experimental Investigations of Seepage-Induced Internal Erosion in Sand-Kaolinite Soils with Different Clay Fractions	2
Effect of the Supporting Half-Space Elastic Modulus on the Hysteresis Loop Shape at the Surface of a Multilayered System	2
Application of Sonic Integrity Testing to the Reliability Assessment of Pile Foundations In Permafrost Thawing Areas	2
Geosynthetic Materials for Karst Protection of Linear Structures	2
An Optimized Numerical Validation for Unsaturated Soil Consolidation Under Time-Dependent Loading	2
Experimental and Empirical Study on Piles Socketed Into the Rock	2
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils	2
Geotechnical Solutions in Reconstruction and Their Impact on the Settlement of Historic Buildings	2
On the Experimental Determination of Soil Damping Coefficients	2
Influence of Water Content and Degree of Compaction on the Mechanical Properties of Soils of Various Geneses	2
Determination of the Criterion Strength Parameters of the Foundation Soils, Reinforced by Cementation, for Nuclear Power Plants in Seismic Areas	2
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development	2
Measurement and Uniform Formulations of Soil-Water Characteristic Curves and Hydraulic Conductivity Curves for Compacted Loess with Different Void Ratios	2