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 2021-04-01 to 2025-04-01.)

Article	Citations
Dynamic Analysis of Aboveground Steel Storage Tanks Over Stiff Soil	22
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model	12
Study Into the Behavior of Ice Beams Reinforced with Bar Elements	8
History of the First Studies of the Mechanical Properties of the Moon Soils	6
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses	5
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	5
Mechanical Anisotropy of the Columnar Jointed Rock Mass Under Unloading Conditions	5
Experimental and Comparative Investigations of New Self-Expanded Steel Pile Behavior via Physical Modelling	5
Geotechnical Risk Management for Construction in Built-Up Areas	5
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt	4
Structural Behavior of an In-Plane Curved Tunnel Based on Beam-Spring Approach	4
Numerical Investigation on Dynamic Stress Transfer of XCC Pile-Supported Embankment Under a Moving Vehicle	4
Study on the Uplift Bearing Capacity of Rock-Socketed Piles	4
Numerical Modeling on Fluid-Solid Coupled Erosion in Sandy Gravel Soils Containing a Suspended Cut-Off Wall	4
Analysis of Methods of Modeling the Influence of Tunneling on the Deformation of the Surrounding Soil Mass	4
Seismodynamics of Underground Pipelines Under Viscous-Elastic-Plastic Interaction with Soil	4
Shallow Sliding Failure Analysis of Weakly Expansive Soil Slope during Wet-Dry Cycles	4
Project of Strengthening the Soil Base and Foundations of a Deforming Residential Building on a Sloping Site	4
On the Assignment of Deformation Characteristics of Boulder-Pebble Soils	4
Analysis of Features of Long and Short Pile Composite Foundation in High-Rise Buildings	4
Correlation Between Small-Strain Dynamic Properties and Unconfined Compressive Strength of Lime-Stabilized Soft Clay	4
Dynamic Analysis of Base Isolated Connected Buildings Subjected to Seismic and Blast Induced Vibrations	4
Deformation Characteristics of a Vertical Support Structure in a High-Filled Loess Slope Associated with Temperature Fluctuations	3
Numerical Investigation of Retaining Structure Response to Surrounding Surface Surcharge during Deep Excavation	3
Application of Field Monitoring Data for Validation of the Geotechnical Model for the High-Rise Building	3

Analysis of the Possible Cracking and Damages of Tunnel Lining Segments during Installing Stage	3
Effect of Cyclic Stress Ratio and Non-Plastic Fines Content on the Liquefaction Potential of Sandy and Silty Soil in Cyclic Triaxial Testing	3
Single Bored Pile Settlement Prediction Taking into Account the Elastic-Plastic Behavior of the Soil	3
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths	3
Geotechnical Monitoring in the Urban Construction Environment	3
Numerical Studies of Thawing in Sloped Permafrost Soils Beneath a Building with a Mound	3
Experimental Substantiation of Internal Strength Parameters of L. N. Rasskazov’s ≪Energy≫ Soil Model	3
Analysis of Ground Settlement during Shield Tunnel Construction in Soft Soil	3
Generalization of the Test Results of Bored Piles in Rocky Soils	3
Double Strength Reduction Method for Carbonaceous Rock Slope Considering Influence of Disintegration Degree	3
At-Rest Lateral Earth Pressure for Coulomb’s Retaining Wall Conditions	3
Treatment of Liquefiable Ground by Resonant Compaction Using a Crisscross-Shaped Probe. Case Study at the Huaiyan Highway Site	3
Investigations of Soil Models Used to Study Soil Base Liquefaction	3
Risk Assessment of Unstable Rock Masses on High-Steep Slopes: An Attribute Recognition Model	3
Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base	3
The Effect of Temperature Pathways on Unfrozen Water and Thermal Parameters of Frozen Soils	3
Use of Lognormal Distribution for Processing the Results of Soil Testing by Piles	2
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development	2
Correction to: Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile	2
Overconsolidation Effects in Clayey Soils: Nature, Manifestation, and Engineering Evaluation	2
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable	2
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel	2
Improving Calculation of Load-Bearing Capacity for Steel Tubular Piles, with Consideration for Experience Gained from Constructing a Crossing Over the Kerch Strait	2
A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis	2
Stability Analysis of a Pentahedral Rock Wedge Governed by Multi-Discontinuities	2
Congratulations on the Anniversary!	2
Experimental Study of the Shaking Table Test and Dynamic Response of the Loess Slope Reinforced by Frame Anchors	2
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill	2
Correction to: Study of the Pile-Driving Process by the Vibration–Volume Method	2
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept	2
Accounting for Properties of the Compacted Soil-Bed Under Foundation and Capillary Fringe of Loess Soils Subjected to Silicate Stabilization	2
Study on the Characteristics of Ground Vibrations During Earthquakes Near Focal Zones in Dagestan	2
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan	2
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences	2
Active Pressure of Non-Cohesive Soil Enclosed Between Parallel Walls	2
Theoretical Formula of the Critical Hydraulic Condition of Suffusion Initiation	2
Water Retention Characteristics and Soil-Water Characteristic Curve Model of Weak Expansive Soil	2
Non-Linear Response of Pile Groups Under Static Lateral Load on Sloping Ground	2
Three-Dimensional Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	2
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential	2
Hydraulic Fracture Propagation in Rock Mass with XFEM	2
Study of the Pile-Driving Process by the Vibration–Volume Method	1
Dependence of the Dynamic Modulus of Soil Deformation on Impact Frequency	1
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile	1
Ultimate Capacity of Drilled Displacement Piles: Static Analysis and CPT-Based Methods	1
Bearing Capacity Analysis of Pile Foundations Under Composite Loads Based on the Pasternak Foundation Model Under Small Deformation	1
Analysis of the Deformation Energy Dissipation in a Layered Medium Under Dynamic Loading (On the Example of Highways)	1
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations	1
Pullout Behavior of the L-Shaped Anchorage of Geogrid Under Static and Cyclic Loading	1
Non-Uniform Emersion of an Embedded Structure: Analysis and Recommendations	1

Review of Correlation Dependencies Between Seismoacoustic and Geotechnical Characteristics of Frozen Soils	1
Seismic Stability Analysis of Slopes Using a Pseudo-Dynamic Method Combined with an Upper Bound Method	1
Estimating Critical Shear Velocity of Incipient Cohesive Sediment Motion of Shallow Slope Under Surface Runoff	1
Prediction of the Settlement and Long-Term Bearing Capacity of Rectangular Footing	1
Experimental Study on the Effect of Thermal Treatment on the Water Stability of Compacted Loess	1
Influence of Pile Anchor Design Parameters on Deformation of Deep Foundation Pit	1
Numerical Investigation of Ground Settlements Induced by Installation of Large Diameter Deeply-Buried Caissons in Undrained Clays	1
Variational Solutions for the Problem of Arching in Rock Soils	1
Infrared Radiation Characteristics During Crack Development in Water-Bearing Sandstone	1
Forecast of the Temperature Regime of the Building Foundation on Alluvial Soils Under Conditions of Cryolithozone	1
Calculation of Thermal Conductivity of Fine Soils Taking into Account the Quantity of Unfrozen Water	1
Effect of Jet Grouting Construction Parameters on Durability and Strength Properties of Full-Scale Clayey Soil-Cement Pile	1
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks	1
Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient	1
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method	1
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry	1
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects	1
Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile	1
Reliability Analysis of the Treatment of Dam Foundations by Coupling Monitoring Measurements and Modeling	1
Numerical Analysis of Distribution Characteristics of Jacking Force in Thin-Walled Pipe Groups	1
Calculation of the Pile-Soil Stress Ratio of a Composite Foundation with Core Pile Under High Fill Embankment	1
Investigation of the Effect of Natural-Fiber Geogrids on the Bearing Ratio of the Subbase Layer of a Road	1
Axial Capacity Evaluation of Rock-Socketed Cast-In-Situ Concrete Piles	1
Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model	1
Transport of Cement Grouting Stimulated By Ultrasound in Different Heights of Sand Columns	1
Permeability Characteristics of Sedimentary Fine Tailings Including the Degree of Compaction	1
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building	1
A Constitutive Model for Loess Considering the Characteristics of Structurality and Anisotropy	1
Bearing Capacity Assessment of Soil Foundation	1
A Model Test and the Ultimate Capacity Analysis of Multi-Underreamed Anchors in Silty Clay	1
3D Finite Element Modelling of Hydraulic Efficiency of Drainage Trenches	1
Laboratory Investigation of Lateral Swelling Pressure of Nanning Grey-White Expansive Soil	1
Calculation of Anti-Landslide Pile Structures	1
Probabilistic Slope Stability Assessment Under Seismic Conditions Based on the Generalized Hoek-Brown Criterion	1