OOIR: Observatory of International Research

Papers

(The TQCC of Soil Mechanics and Foundation Engineering is 1. 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 2021-11-01 to 2025-11-01.)

Article	Citations
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	27
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
Effect of Cyclic Stress Ratio and Non-Plastic Fines Content on the Liquefaction Potential of Sandy and Silty Soil in Cyclic Triaxial Testing	7
Dynamic Analysis of Aboveground Steel Storage Tanks Over Stiff Soil	7
Water Migration Model for Low-Temperature Saturated Rock Masses	7
Experimental Determination of the Modulus of Total Deformation of a Sand Base Under a Round Die	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	7
Bearing Capacity Assessment of Soil Foundation	6
Determination of Coefficient of Viscosity in Frozen Soil Using Static Penetration Test	6
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept	6
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks	6
A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation	6
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry	6
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building	6
Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient	6
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt	6
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory	5
Three-Dimensional Numerical Simulation and Monitoring of the Stability of the Top Wall of a Large-Scale Rectangular Pipe	5
Structural Safety Analysis of Steel-Concrete Composite Single-Wall Caisson Cofferdams for Deep-Water Bridge Piers	5
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences	5
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects	5
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
Effects of the Critical Void Ratio on the Stability of Structures	4
Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods	4
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
The Effect of Tide on the Planar Tilt of a Large Cylindrical Steel Tank	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
Influence of Slope on Calculative Width of Pile	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
Study on the Microstructure and Strength of Expansive Soil at Different Dehydration Temperatures	4
Compatible Deformation Behavior of Different Zone Layout Sections in a Clay Core Dam Via Centrifuge Modeling	4
Load Test on Barrette in Multi-Layered Soil	4
Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope	3
Analytical Solutions for Settlements of a Pavement Structure on Geosynthetic-Reinforced Embankments Overlying Voids	3
Treatment of Expansive Soils with Slag: A Review Study	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
Effect of Nano and Ordinary Particles of Silica on the Swelling Properties of Expansive Soil	3
Effect of the Rock Blasting Sequence on Buildings Adjacent to the Hehui Expressway	3
A Case of Triaxial Testing of Frozen Soils	3
Theoretical Calculations and Field Measurements of the Earth Pressure in the Jinci Tunnel	3
Experimental Study on the Strengthening Effect of Cyclic and Progressive Electroosmosis	3
Bases and Foundations of Moscow Citadels: Reconstruction and New Construction	3
Ultimate Uplift Capacity of Multi-Underreamed Anchors in Soft Soil	3
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development	2
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan	2
Investigations of Soil Models Used to Study Soil Base Liquefaction	2
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model	2
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences	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
Determination of the Criterion Strength Parameters of the Foundation Soils, Reinforced by Cementation, for Nuclear Power Plants in Seismic Areas	2
Experimental Studies of the Water-Physical Properties of Clay Soil Stabilized with Quicklime	2
Experimental and Empirical Study on Piles Socketed Into the Rock	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
Geosynthetic Materials for Karst Protection of Linear Structures	2
Dynamic Response and Deformation Characteristics of Urban Loess Subgrade under Vehicle Loading	2
Application of Sonic Integrity Testing to the Reliability Assessment of Pile Foundations In Permafrost Thawing Areas	2
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method	2
Experimental Investigations of Seepage-Induced Internal Erosion in Sand-Kaolinite Soils with Different Clay Fractions	2
Experimental Investigation of Vertical and Lateral Bearing Behaviors of Single Piles	2
Numerical Simulation Study of High In-Situ Stress Surrounding Rock Under Coupled Loading Based on FLAC3D and SHPB	2
Experimental Investigations on the Evolution of Undrained Mechanical Characteristics of Cohesionless Soils Subjected to Internal Erosion	2
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations	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
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths	2
Bearing Capacity Analysis of Pile Foundations Under Composite Loads Based on the Pasternak Foundation Model Under Small Deformation	2

Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill	2
Dynamic Response and Damage of Subway Tunnels Subjected to Explosion-Induced Loads	2
Three-Circuit Soil Thermal Stabilization System to Maintain the Natural and Technical Systems of the Arctic	2
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils	2
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading	2
Model Test and Stability Analysis of Large, High-Deposit Body Landslides Under Heavy Rainfall	1
Seismic Stability Analysis of Slopes Using a Pseudo-Dynamic Method Combined with an Upper Bound Method	1
Deformation of Thawed Surrounding Rock During Tunneling in Permafrost	1
Numerical Solution for Evaluating Settlement of Expansive Structured Soil Subgrade Under Time-Dependent Loading	1
History of the First Studies of the Mechanical Properties of the Moon Soils	1
Stress-Strain State of Soils Under Thin Shell Structures with Infill	1
Shale Gas Stimulation Technology: Large-Scale Triaxial Physical Simulation Tests on Longmaxi Formation Shale	1
Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model	1
On the Experimental Determination of Soil Damping Coefficients	1
Compression and Rebounding Characteristics of Ferricrete Expansive Soils Under Cyclic Loading and Unloading	1
Geotechnical Solutions in Reconstruction and Their Impact on the Settlement of Historic Buildings	1
Influence of Water Content and Degree of Compaction on the Mechanical Properties of Soils of Various Geneses	1
Experience and Prospects in the Use of Auger Cast Piles	1
Physical and Mechanical Properties of Ash-And-Slag Mixtures for Their Use in Structural Foundations	1
A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis	1
Influence of Pebble Soil Anisotropy in the Determination of Groundwater Dam Slopes	1
Study on the Characteristics of Ground Vibrations During Earthquakes Near Focal Zones in Dagestan	1
Method for Calculating the Settlement of Circular Pile Foundations of a Reservoir	1
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable	1
An Improved Model to Describe the Creep Behavior of Soft Soil	1
Effect of Vibratory Sheet Pile Driving on Previously Constructed Bored Piles	1
Study of the Side Resistance of Bored Piles in Rock	1
Estimation of the Phreatic Line for One-Dimensional Unsteady Seepage Flow Using Similarity Transformation	1
Structural Behavior of an In-Plane Curved Tunnel Based on Beam-Spring Approach	1
Calculation of Building Settlement Induced by Deep Excavation Under Seismic Loading	1
Numerical Modeling on Fluid-Solid Coupled Erosion in Sandy Gravel Soils Containing a Suspended Cut-Off Wall	1
In Memory of Mark Yurievich Abelev	1
Soil Deformability Parameters of the Working Layer of the Subgrade Soil of Automobile Roads	1
Numerical Investigation of Ground Settlements Induced by Installation of Large Diameter Deeply-Buried Caissons in Undrained Clays	1
Numerical Solution of Non-Limit Active Earth Pressure with Wall Movement of Rotation About the Top	1
Experience in Construction of a High-Rise Building on a Foundation Base with Underground Excavations	1
Displacement Distribution Patterns and Governing Factors of Rock Mass in a Stable Creeping Fault Zone	1
Proposed Transport Link to Sakhalin: Tunnel	1
Effect of Model Box Constraint in Shaking Table Test for Liquefaction Analyses of Loess Tunnels	1
Influence of Pile Anchor Design Parameters on Deformation of Deep Foundation Pit	1
Numerical Investigation of Retaining Structure Response to Surrounding Surface Surcharge during Deep Excavation	1
The Effect of Temperature Pathways on Unfrozen Water and Thermal Parameters of Frozen Soils	1
Influence of Mineral Composition on Deformation and Failure Mechanisms of Mudstone	1
Optimization of Pile Anchor Supporting Parameters of a Substation Deep Foundation Pit	1
Ultimate Capacity of Drilled Displacement Piles: Static Analysis and CPT-Based Methods	1
Numerical Studies of Thawing in Sloped Permafrost Soils Beneath a Building with a Mound	1
Determination of the Stiffness Coefficients of a Foundation Composed of Collapsible Soils	1
Stress-Strain State of a Two-Layered Base Under Vibratory Driving of Incompressible Pile	1
Influence of Inclination Angle on the Acoustic Emission Characteristics of Pre-Cracked Sandstone in Uniaxial Arc Cyclic Loading and Unloading Tests	1
Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers	1
Investigation of the Effect of Natural-Fiber Geogrids on the Bearing Ratio of the Subbase Layer of a Road	1
Systematic Analysis of the Laboratory Pullout Behavior and Improvement of Cement Grout for the Loess Soil Nailing Technique	1
Correlation Between Small-Strain Dynamic Properties and Unconfined Compressive Strength of Lime-Stabilized Soft Clay	1
Parameters of Nonlinear Laws of Longitudinal Interaction of Underground Pipelines with Soil	1
Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line	1
Improvement of Foundation Structures Under Dynamic Loads in Special Soil Conditions	1
Variational Solutions for the Problem of Arching in Rock Soils	1
Effect of Jet Grouting Construction Parameters on Durability and Strength Properties of Full-Scale Clayey Soil-Cement Pile	1
Analysis of Ground Settlement during Shield Tunnel Construction in Soft Soil	1
Calculation of Pile Strip Foundations Under Conditions of Sinkhole Formation	1
Theoretical Formula of the Critical Hydraulic Condition of Suffusion Initiation	1