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 2022-05-01 to 2026-05-01.)

Article	Citations
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	10
Experimental Determination of the Modulus of Total Deformation of a Sand Base Under a Round Die	9
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses	9
Experimental Substantiation of Internal Strength Parameters of L. N. Rasskazov’s ≪Energy≫ Soil Model	9
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt	9
Water Migration Model for Low-Temperature Saturated Rock Masses	8
Method for Determining the Deformation Modulus of Clay Soils Based on the Reconstruction of the Compression Curve for Long-Term Creep Condition	8
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept	7
Calculation of the Bearing Capacity of Permafrost Foundations of Engineering Structures in the Context of Global Climate Warming	7
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry	7
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building	6
Bearing Capacity Assessment of Soil Foundation	6
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks	6
Characteristic Investigation of Bearing Performance for Necking Piles with Caps Assisted with Transparent Soil Technology	5
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences	5
Geophysical Investigations of Heterogeneity Foundation Soils Using Electrical Resistivity Tomography Technique	5
Rounding Approaches on Singular Yield and Plastic Potential Surfaces Using Circular Cylinders or Cones	5
Structural Safety Analysis of Steel-Concrete Composite Single-Wall Caisson Cofferdams for Deep-Water Bridge Piers	5
Three-Dimensional Numerical Simulation and Monitoring of the Stability of the Top Wall of a Large-Scale Rectangular Pipe	5
A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation	5
Determination of Coefficient of Viscosity in Frozen Soil Using Static Penetration Test	5
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects	5
A Case Study of Rock Mass Stability Based on Acoustic Monitoring and Numerical Simulation	4
Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls	4
Study on the Microstructure and Strength of Expansive Soil at Different Dehydration Temperatures	4

Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory	4
Study of the Applicability of Sandstones and Claystones as Materials for Earthworks	4
Experimental Study on the Displacement and Strain of Underpinning Piles during Basement Excavation	4
Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil	4
Calculation and Analysis of Reverse Torque of the Earth Pressure Balance Shield	4
Influence of Soil Conditions on Engineering Solutions for Earthquake-Resistant Buildings in Makhachkala, Russia	4
The Effect of Tide on the Planar Tilt of a Large Cylindrical Steel Tank	4
A Case of Triaxial Testing of Frozen Soils	3
Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods	3
Experimental Study of GMZ Bentonite Swelling and Erosion Under Simulated Fracture Conditions	3
Influence of Slope on Calculative Width of Pile	3
Development of Assessment Methodology for the Probabilistic Characteristics of Random Spatial Inhomogeneity of Geomassifs	3
Tunnel Behavior Caused by Ground Surcharge in Clay	3
Bases and Foundations of Moscow Citadels: Reconstruction and New Construction	3
Compatible Deformation Behavior of Different Zone Layout Sections in a Clay Core Dam Via Centrifuge Modeling	3
Effects of the Critical Void Ratio on the Stability of Structures	3
Bearing Capacity of Skirted Square Footing Under Inclined Loading in Granular Soil	3
Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope	3
Improvement of Strength of Expansive Soil Using a Combination of Industrial Bagasse and Low-Alkali Ecological Cement	3
Analytical Solutions for Settlements of a Pavement Structure on Geosynthetic-Reinforced Embankments Overlying Voids	3
Load Test on Barrette in Multi-Layered Soil	3
Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis	3
Modeling of Shear Deformation and Structural Changes of Soil-Type Media	3
Ultimate Uplift Capacity of Multi-Underreamed Anchors in Soft Soil	3
Static Lateral Pile Load Test in Cohesionless Soil: a 3-Pronged Validation by In-Situ Test, Finite Difference, and Finite Element Method	3
Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line	2
Experimental Investigations of Seepage-Induced Internal Erosion in Sand-Kaolinite Soils with Different Clay Fractions	2
Determination of the Criterion Strength Parameters of the Foundation Soils, Reinforced by Cementation, for Nuclear Power Plants in Seismic Areas	2
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential	2
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile	2
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading	2
Research on the Evolution Law and Mechanism of Clay Strength Under Glucose Anaerobic Degradation	2
Experimental and Empirical Study on Piles Socketed Into the Rock	2
Treatment of Expansive Soils with Slag: A Review Study	2
Effect of Nano and Ordinary Particles of Silica on the Swelling Properties of Expansive Soil	2
Experimental Study on the Strengthening Effect of Cyclic and Progressive Electroosmosis	2
Geosynthetic Materials for Karst Protection of Linear Structures	2
Database-Based Analysis of Compression Interpretation Criteria for Rectangular Barrette Pile Capacity	2
Experience and Prospects in the Use of Auger Cast Piles	2
Physical and Mechanical Properties of Ash-And-Slag Mixtures for Their Use in Structural Foundations	2
Experimental Investigation of Vertical and Lateral Bearing Behaviors of Single Piles	2
Measurement and Uniform Formulations of Soil-Water Characteristic Curves and Hydraulic Conductivity Curves for Compacted Loess with Different Void Ratios	2
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development	2
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan	2
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils	2
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method	2
Three-Circuit Soil Thermal Stabilization System to Maintain the Natural and Technical Systems of the Arctic	2
Investigations of Soil Models Used to Study Soil Base Liquefaction	2
Dynamic Response and Deformation Characteristics of Urban Loess Subgrade under Vehicle Loading	2
Effect of the Rock Blasting Sequence on Buildings Adjacent to the Hehui Expressway	2

Application of Sonic Integrity Testing to the Reliability Assessment of Pile Foundations In Permafrost Thawing Areas	2
Bearing Capacity Analysis of Pile Foundations Under Composite Loads Based on the Pasternak Foundation Model Under Small Deformation	2
Dynamic Response and Damage of Subway Tunnels Subjected to Explosion-Induced Loads	2
Strength Properties of Sedimentary Tailings with Different Contents of Fine Particles and the Seepage Damage Risk of Tailings Dams	2
Displacement Distribution Patterns and Governing Factors of Rock Mass in a Stable Creeping Fault Zone	2
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths	2
Numerical Simulation Study of High In-Situ Stress Surrounding Rock Under Coupled Loading Based on FLAC3D and SHPB	2
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel	2
Experimental Studies of the Water-Physical Properties of Clay Soil Stabilized with Quicklime	2
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill	2
An Experimental Predictive Model Development for Time-Dependent Rheological Properties of Composite Strata Soil	2
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model	2
An Optimized Numerical Validation for Unsaturated Soil Consolidation Under Time-Dependent Loading	2
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations	2
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences	2
Experimental Investigations on the Evolution of Undrained Mechanical Characteristics of Cohesionless Soils Subjected to Internal Erosion	2