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 2021-09-01 to 2025-09-01.)

Article	Citations
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses	27
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt	14
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	9
Effect of Cyclic Stress Ratio and Non-Plastic Fines Content on the Liquefaction Potential of Sandy and Silty Soil in Cyclic Triaxial Testing	7
Experimental Substantiation of Internal Strength Parameters of L. N. Rasskazov’s ≪Energy≫ Soil Model	7
Dynamic Analysis of Base Isolated Connected Buildings Subjected to Seismic and Blast Induced Vibrations	7
Calculation of the Bearing Capacity of Permafrost Foundations of Engineering Structures in the Context of Global Climate Warming	6
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks	6
Research on Model Tests of the Additional Stress in Soil Caused by Pile Loads	6
Dynamic Analysis of Aboveground Steel Storage Tanks Over Stiff Soil	6
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept	6
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building	6
Bearing Capacity Assessment of Soil Foundation	6
Water Migration Model for Low-Temperature Saturated Rock Masses	6
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry	6
Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient	6
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
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects	5
Determination of Coefficient of Viscosity in Frozen Soil Using Static Penetration Test	5
Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil	4
Experimental Study on the Displacement and Strain of Underpinning Piles during Basement Excavation	4
Compatible Deformation Behavior of Different Zone Layout Sections in a Clay Core Dam Via Centrifuge Modeling	4
Calculation and Analysis of Reverse Torque of the Earth Pressure Balance Shield	4
Geophysical Investigations of Heterogeneity Foundation Soils Using Electrical Resistivity Tomography Technique	4

Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis	4
The Effect of Tide on the Planar Tilt of a Large Cylindrical Steel Tank	4
Theoretical Calculations and Field Measurements of the Earth Pressure in the Jinci Tunnel	4
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory	4
Structural Safety Analysis of Steel-Concrete Composite Single-Wall Caisson Cofferdams for Deep-Water Bridge Piers	4
Study on the Microstructure and Strength of Expansive Soil at Different Dehydration Temperatures	4
Load Test on Barrette in Multi-Layered Soil	4
Analysis of the Stress State at the Contours of Underground Horizontal Mine Workings Exposed to Uniform Pressure and Determination of the Safe Laying Depth	4
Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls	4
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences	4
Influence of Slope on Calculative Width of Pile	3
A Case of Triaxial Testing of Frozen Soils	3
Bases and Foundations of Moscow Citadels: Reconstruction and New Construction	3
Treatment of Expansive Soils with Slag: A Review Study	3
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model	3
Ultimate Uplift Capacity of Multi-Underreamed Anchors in Soft Soil	3
Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods	3
Dynamic Response and Deformation Characteristics of Urban Loess Subgrade under Vehicle Loading	3
Analytical Solutions for Settlements of a Pavement Structure on Geosynthetic-Reinforced Embankments Overlying Voids	3
Effect of Nano and Ordinary Particles of Silica on the Swelling Properties of Expansive Soil	3
Improvement of Strength of Expansive Soil Using a Combination of Industrial Bagasse and Low-Alkali Ecological Cement	3
Modeling of Shear Deformation and Structural Changes of Soil-Type Media	3
Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope	3
Experimental Study on the Strengthening Effect of Cyclic and Progressive Electroosmosis	3
Effect of the Rock Blasting Sequence on Buildings Adjacent to the Hehui Expressway	3
Dynamic Response and Damage of Subway Tunnels Subjected to Explosion-Induced Loads	2
Experience and Prospects in the Use of Auger Cast Piles	2
Three-Circuit Soil Thermal Stabilization System to Maintain the Natural and Technical Systems of the Arctic	2
Numerical Simulation Study of High In-Situ Stress Surrounding Rock Under Coupled Loading Based on FLAC3D and SHPB	2
An Experimental Predictive Model Development for Time-Dependent Rheological Properties of Composite Strata Soil	2
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method	2
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile	2
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel	2
Experimental and Empirical Study on Piles Socketed Into the Rock	2
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill	2
On the Experimental Determination of Soil Damping Coefficients	2
Experimental Investigations of Seepage-Induced Internal Erosion in Sand-Kaolinite Soils with Different Clay Fractions	2
Displacement Distribution Patterns and Governing Factors of Rock Mass in a Stable Creeping Fault Zone	2
Determination of the Criterion Strength Parameters of the Foundation Soils, Reinforced by Cementation, for Nuclear Power Plants in Seismic Areas	2
Experimental Investigation of Vertical and Lateral Bearing Behaviors of Single Piles	2
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan	2
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development	2
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations	2
Investigations of Soil Models Used to Study Soil Base Liquefaction	2
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential	2
Experimental Studies of the Water-Physical Properties of Clay Soil Stabilized with Quicklime	2
Physical and Mechanical Properties of Ash-And-Slag Mixtures for Their Use in Structural Foundations	2
Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line	2
Strength Properties of Sedimentary Tailings with Different Contents of Fine Particles and the Seepage Damage Risk of Tailings Dams	2
Experimental Investigations on the Evolution of Undrained Mechanical Characteristics of Cohesionless Soils Subjected to Internal Erosion	2

Database-Based Analysis of Compression Interpretation Criteria for Rectangular Barrette Pile Capacity	2
Bearing Capacity Analysis of Pile Foundations Under Composite Loads Based on the Pasternak Foundation Model Under Small Deformation	2
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences	2
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths	2
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading	2
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils	2