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 2021-05-01 to 2025-05-01.)

Article	Citations
Dynamic Analysis of Aboveground Steel Storage Tanks Over Stiff Soil	22
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses	12
Effect of Cyclic Stress Ratio and Non-Plastic Fines Content on the Liquefaction Potential of Sandy and Silty Soil in Cyclic Triaxial Testing	9
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt	8
Study on the Uplift Bearing Capacity of Rock-Socketed Piles	8
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	8
Experimental Substantiation of Internal Strength Parameters of L. N. Rasskazov’s ≪Energy≫ Soil Model	7
Water Migration Model for Low-Temperature Saturated Rock Masses	6
Dynamic Analysis of Base Isolated Connected Buildings Subjected to Seismic and Blast Induced Vibrations	6
Water Retention Characteristics and Soil-Water Characteristic Curve Model of Weak Expansive Soil	6
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry	5
Bearing Capacity Assessment of Soil Foundation	5
Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient	5
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept	5
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building	5
Load Test on Barrette in Multi-Layered Soil	4
Research on Model Tests of the Additional Stress in Soil Caused by Pile Loads	4
Three-Dimensional Numerical Simulation and Monitoring of the Stability of the Top Wall of a Large-Scale Rectangular Pipe	4
Determination of Coefficient of Viscosity in Frozen Soil Using Static Penetration Test	4
Geophysical Investigations of Heterogeneity Foundation Soils Using Electrical Resistivity Tomography Technique	4
Calculation and Analysis of Reverse Torque of the Earth Pressure Balance Shield	4
A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation	4
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences	4
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory	4
Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil	4

Review on the Application of Nanoparticles to Mitigate Liquefaction Risks	4
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects	4
Engineering Method for Calculating Deformations of Plastic-Frozen Soils Taking Into Account Their Nonlinear Compressibility and Creep	4
Structural Safety Analysis of Steel-Concrete Composite Single-Wall Caisson Cofferdams for Deep-Water Bridge Piers	4
Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls	3
Experimental Study on the Displacement and Strain of Underpinning Piles during Basement Excavation	3
Theoretical Calculations and Field Measurements of the Earth Pressure in the Jinci Tunnel	3
A Case of Triaxial Testing of Frozen Soils	3
Time-History Analysis of Soil Slope Subjected to Seismic Loadings	3
Effect of Nano and Ordinary Particles of Silica on the Swelling Properties of Expansive Soil	3
Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis	3
The Effect of Tide on the Planar Tilt of a Large Cylindrical Steel Tank	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
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
Influence of Slope on Calculative Width of Pile	3
Analysis of the Stress State at the Contours of Underground Horizontal Mine Workings Exposed to Uniform Pressure and Determination of the Safe Laying Depth	3
Compatible Deformation Behavior of Different Zone Layout Sections in a Clay Core Dam Via Centrifuge Modeling	3
Effect of the Rock Blasting Sequence on Buildings Adjacent to the Hehui Expressway	3
Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope	3
Bases and Foundations of Moscow Citadels: Reconstruction and New Construction	3
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan	2
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations	2
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths	2
Treatment of Expansive Soils with Slag: A Review Study	2
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development	2
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method	2
Bearing Capacity Analysis of Pile Foundations Under Composite Loads Based on the Pasternak Foundation Model Under Small Deformation	2
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils	2
An Experimental Predictive Model Development for Time-Dependent Rheological Properties of Composite Strata Soil	2
Experimental and Empirical Study on Piles Socketed Into the Rock	2
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences	2
Risk Assessment of Unstable Rock Masses on High-Steep Slopes: An Attribute Recognition Model	2
Analytical Solutions for Settlements of a Pavement Structure on Geosynthetic-Reinforced Embankments Overlying Voids	2
Dynamic Response and Deformation Characteristics of Urban Loess Subgrade under Vehicle Loading	2
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model	2
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile	2
Experimental Investigations on the Evolution of Undrained Mechanical Characteristics of Cohesionless Soils Subjected to Internal Erosion	2
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading	2
Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile	2
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel	2
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill	2
Investigations of Soil Models Used to Study Soil Base Liquefaction	2
Experimental Study on the Strengthening Effect of Cyclic and Progressive Electroosmosis	2
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential	2
Displacement Distribution Patterns and Governing Factors of Rock Mass in a Stable Creeping Fault Zone	2
Numerical Simulation Study of High In-Situ Stress Surrounding Rock Under Coupled Loading Based on FLAC3D and SHPB	2
Determination of the Criterion Strength Parameters of the Foundation Soils, Reinforced by Cementation, for Nuclear Power Plants in Seismic Areas	2
Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line	1

Structural Behavior of an In-Plane Curved Tunnel Based on Beam-Spring Approach	1
Strength Properties of Sedimentary Tailings with Different Contents of Fine Particles and the Seepage Damage Risk of Tailings Dams	1
Numerical Investigation of Retaining Structure Response to Surrounding Surface Surcharge during Deep Excavation	1
Theoretical Formula of the Critical Hydraulic Condition of Suffusion Initiation	1
Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers	1
Effect of Jet Grouting Construction Parameters on Durability and Strength Properties of Full-Scale Clayey Soil-Cement Pile	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
Model Test and Stability Analysis of Large, High-Deposit Body Landslides Under Heavy Rainfall	1
Soil Deformability Parameters of the Working Layer of the Subgrade Soil of Automobile Roads	1
Study on the Characteristics of Ground Vibrations During Earthquakes Near Focal Zones in Dagestan	1
Dynamic Response and Damage of Subway Tunnels Subjected to Explosion-Induced Loads	1
Axial Capacity Evaluation of Rock-Socketed Cast-In-Situ Concrete Piles	1
Experience and Prospects in the Use of Auger Cast Piles	1
Stress-Strain State of a Two-Layered Base Under Vibratory Driving of Incompressible Pile	1
Calculation of Massive Foundations Under Vibro-Active Equipment	1
Numerical Modeling on Fluid-Solid Coupled Erosion in Sandy Gravel Soils Containing a Suspended Cut-Off Wall	1
Influence of Water Content and Degree of Compaction on the Mechanical Properties of Soils of Various Geneses	1
Deformation of Thawed Surrounding Rock During Tunneling in Permafrost	1
Infrared Radiation Characteristics During Crack Development in Water-Bearing Sandstone	1
Proposed Transport Link to Sakhalin: Tunnel	1
Detection Methods for Unfavorable Geology and Soil Caves before Grouting in Karst Terrains	1
Variational Solutions for the Problem of Arching in Rock Soils	1
Shale Gas Stimulation Technology: Large-Scale Triaxial Physical Simulation Tests on Longmaxi Formation Shale	1
Analysis of Ground Settlement during Shield Tunnel Construction in Soft Soil	1
On the Experimental Determination of Soil Damping Coefficients	1
The Effect of Temperature Pathways on Unfrozen Water and Thermal Parameters of Frozen Soils	1
Experimental Investigation of Vertical and Lateral Bearing Behaviors of Single Piles	1
History of the First Studies of the Mechanical Properties of the Moon Soils	1
Three-Circuit Soil Thermal Stabilization System to Maintain the Natural and Technical Systems of the Arctic	1
Correlation Between Small-Strain Dynamic Properties and Unconfined Compressive Strength of Lime-Stabilized Soft Clay	1
Optimization of Pile Anchor Supporting Parameters of a Substation Deep Foundation Pit	1
Study of the Side Resistance of Bored Piles in Rock	1
Influence of Pile Anchor Design Parameters on Deformation of Deep Foundation Pit	1
Predictive Modelling of the Frozen Base of Pile Foundation Buildings with Temperature Control of the Underfloor Space	1
Parameters of Nonlinear Laws of Longitudinal Interaction of Underground Pipelines with Soil	1
Probabilistic Slope Stability Assessment Under Seismic Conditions Based on the Generalized Hoek-Brown Criterion	1
Experience in Construction of a High-Rise Building on a Foundation Base with Underground Excavations	1
Numerical Studies of Thawing in Sloped Permafrost Soils Beneath a Building with a Mound	1