Soil Mechanics and Foundation Engineering

Papers
(The median citation count of Soil Mechanics and Foundation Engineering is 0. 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 2021-06-01 to 2025-06-01.)
ArticleCitations
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses25
Study on the Uplift Bearing Capacity of Rock-Socketed Piles12
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt8
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space7
Experimental Substantiation of Internal Strength Parameters of L. N. Rasskazov’s ≪Energy≫ Soil Model7
Water Migration Model for Low-Temperature Saturated Rock Masses6
Effect of Cyclic Stress Ratio and Non-Plastic Fines Content on the Liquefaction Potential of Sandy and Silty Soil in Cyclic Triaxial Testing6
Dynamic Analysis of Aboveground Steel Storage Tanks Over Stiff Soil6
Dynamic Analysis of Base Isolated Connected Buildings Subjected to Seismic and Blast Induced Vibrations6
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry5
Bearing Capacity Assessment of Soil Foundation5
Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient5
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building5
Research on Model Tests of the Additional Stress in Soil Caused by Pile Loads5
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept5
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks5
A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation5
Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls4
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences4
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory4
Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil4
Structural Safety Analysis of Steel-Concrete Composite Single-Wall Caisson Cofferdams for Deep-Water Bridge Piers4
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects4
Engineering Method for Calculating Deformations of Plastic-Frozen Soils Taking Into Account Their Nonlinear Compressibility and Creep4
Determination of Coefficient of Viscosity in Frozen Soil Using Static Penetration Test4
Load Test on Barrette in Multi-Layered Soil4
Three-Dimensional Numerical Simulation and Monitoring of the Stability of the Top Wall of a Large-Scale Rectangular Pipe4
Calculation and Analysis of Reverse Torque of the Earth Pressure Balance Shield4
Geophysical Investigations of Heterogeneity Foundation Soils Using Electrical Resistivity Tomography Technique4
Analysis of the Stress State at the Contours of Underground Horizontal Mine Workings Exposed to Uniform Pressure and Determination of the Safe Laying Depth3
Compatible Deformation Behavior of Different Zone Layout Sections in a Clay Core Dam Via Centrifuge Modeling3
Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis3
Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope3
Modeling of Shear Deformation and Structural Changes of Soil-Type Media3
Experimental Study on the Displacement and Strain of Underpinning Piles during Basement Excavation3
Theoretical Calculations and Field Measurements of the Earth Pressure in the Jinci Tunnel3
A Case of Triaxial Testing of Frozen Soils3
Improvement of Strength of Expansive Soil Using a Combination of Industrial Bagasse and Low-Alkali Ecological Cement3
Influence of Slope on Calculative Width of Pile3
The Effect of Tide on the Planar Tilt of a Large Cylindrical Steel Tank3
Ultimate Uplift Capacity of Multi-Underreamed Anchors in Soft Soil3
Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods3
Bases and Foundations of Moscow Citadels: Reconstruction and New Construction3
Experimental Investigations on the Evolution of Undrained Mechanical Characteristics of Cohesionless Soils Subjected to Internal Erosion2
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading2
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method2
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development2
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations2
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths2
Experimental Study on the Strengthening Effect of Cyclic and Progressive Electroosmosis2
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential2
Dynamic Response and Deformation Characteristics of Urban Loess Subgrade under Vehicle Loading2
Experience and Prospects in the Use of Auger Cast Piles2
Displacement Distribution Patterns and Governing Factors of Rock Mass in a Stable Creeping Fault Zone2
Three-Circuit Soil Thermal Stabilization System to Maintain the Natural and Technical Systems of the Arctic2
Experimental and Empirical Study on Piles Socketed Into the Rock2
Numerical Simulation Study of High In-Situ Stress Surrounding Rock Under Coupled Loading Based on FLAC3D and SHPB2
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences2
Investigations of Soil Models Used to Study Soil Base Liquefaction2
Analytical Solutions for Settlements of a Pavement Structure on Geosynthetic-Reinforced Embankments Overlying Voids2
Effect of the Rock Blasting Sequence on Buildings Adjacent to the Hehui Expressway2
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model2
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan2
Experimental Investigation of Vertical and Lateral Bearing Behaviors of Single Piles2
Determination of the Criterion Strength Parameters of the Foundation Soils, Reinforced by Cementation, for Nuclear Power Plants in Seismic Areas2
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils2
An Experimental Predictive Model Development for Time-Dependent Rheological Properties of Composite Strata Soil2
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel2
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill2
Treatment of Expansive Soils with Slag: A Review Study2
Effect of Nano and Ordinary Particles of Silica on the Swelling Properties of Expansive Soil2
Bearing Capacity Analysis of Pile Foundations Under Composite Loads Based on the Pasternak Foundation Model Under Small Deformation2
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile2
Strength Properties of Sedimentary Tailings with Different Contents of Fine Particles and the Seepage Damage Risk of Tailings Dams2
Influence of Water Content and Degree of Compaction on the Mechanical Properties of Soils of Various Geneses1
Ultimate Capacity of Drilled Displacement Piles: Static Analysis and CPT-Based Methods1
Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line1
Probabilistic Slope Stability Assessment Under Seismic Conditions Based on the Generalized Hoek-Brown Criterion1
Structural Behavior of an In-Plane Curved Tunnel Based on Beam-Spring Approach1
The Effect of Temperature Pathways on Unfrozen Water and Thermal Parameters of Frozen Soils1
Theoretical Formula of the Critical Hydraulic Condition of Suffusion Initiation1
Stress-Strain State of Soils Under Thin Shell Structures with Infill1
Numerical Modeling on Fluid-Solid Coupled Erosion in Sandy Gravel Soils Containing a Suspended Cut-Off Wall1
Deformation of Thawed Surrounding Rock During Tunneling in Permafrost1
Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers1
An Improved Model to Describe the Creep Behavior of Soft Soil1
Investigation of the Effect of Natural-Fiber Geogrids on the Bearing Ratio of the Subbase Layer of a Road1
Parameters of Nonlinear Laws of Longitudinal Interaction of Underground Pipelines with Soil1
A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis1
On the Experimental Determination of Soil Damping Coefficients1
Variational Solutions for the Problem of Arching in Rock Soils1
History of the First Studies of the Mechanical Properties of the Moon Soils1
Study on the Characteristics of Ground Vibrations During Earthquakes Near Focal Zones in Dagestan1
Infrared Radiation Characteristics During Crack Development in Water-Bearing Sandstone1
Analysis of Ground Settlement during Shield Tunnel Construction in Soft Soil1
Influence of Granulometric Composition on the Mechanical Properties of Pond Ash1
Model Test and Stability Analysis of Large, High-Deposit Body Landslides Under Heavy Rainfall1
Study of the Side Resistance of Bored Piles in Rock1
Numerical Investigation of Retaining Structure Response to Surrounding Surface Surcharge during Deep Excavation1
Shale Gas Stimulation Technology: Large-Scale Triaxial Physical Simulation Tests on Longmaxi Formation Shale1
Numerical Investigation of Ground Settlements Induced by Installation of Large Diameter Deeply-Buried Caissons in Undrained Clays1
Experience in Construction of a High-Rise Building on a Foundation Base with Underground Excavations1
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable1
Dynamic Response and Damage of Subway Tunnels Subjected to Explosion-Induced Loads1
Effect of Jet Grouting Construction Parameters on Durability and Strength Properties of Full-Scale Clayey Soil-Cement Pile1
Detection Methods for Unfavorable Geology and Soil Caves before Grouting in Karst Terrains1
Stress-Strain State of a Two-Layered Base Under Vibratory Driving of Incompressible Pile1
Numerical Studies of Thawing in Sloped Permafrost Soils Beneath a Building with a Mound1
Influence of Pile Anchor Design Parameters on Deformation of Deep Foundation Pit1
Determination of the Stiffness Coefficients of a Foundation Composed of Collapsible Soils1
Correlation Between Small-Strain Dynamic Properties and Unconfined Compressive Strength of Lime-Stabilized Soft Clay1
Optimization of Pile Anchor Supporting Parameters of a Substation Deep Foundation Pit1
Soil Deformability Parameters of the Working Layer of the Subgrade Soil of Automobile Roads1
Proposed Transport Link to Sakhalin: Tunnel1
Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model1
Experimental Study on Mechanical Behavior of Remolded Cement Soil0
Calculation of Long Bored Piles for Vertical Loading0
Instability Prediction Model of the Shield Tunnel Face Based on the Normal Cloud-PSM0
Dynamic Stability Analysis of a Wharf under Cyclic Loading Considering the Weakening Effect of a Soft Foundation0
Analysis of Rock Deformation Evolution and Failure Mechanism Under Different Pre-Fabricated Fracture Dip Angles0
Evaluation of in Situ Loading Tests Conducted on Micropiles Used to Enhance the Bearing Capacity of Karbala Sandy Soil0
Ground Disturbance and Vibration Effects Under the Action of Subway Shield Tunneling0
Correction to: Experimental study on shear strength parameter characteristics and influencing factors of miscellaneous fill0
Slope Failure Treatment by Anchor Rod Method at Exit of Tunnel: Case Study in Nanxia Expressway0
Seismic Stability Analysis of Slopes Using a Pseudo-Dynamic Method Combined with an Upper Bound Method0
Temperature Mode of the Frozen Base of a Low-Rise Residential Building on a Ventilated Thermal-Insulation Pad0
Generalization of the Test Results of Bored Piles in Rocky Soils0
New Method to Evaluate the Seismic Ultimate Bearing Capacity of Foundations Adjacent to Slopes Considering the Dilatancy Angle0
Investigation of Structural Behavior of Tapered Ring and Parallel Ring Linings in Tunnels0
Effect of Vibratory Sheet Pile Driving on Previously Constructed Bored Piles0
Analysis of Problems Related to Modeling Karst Underlying Underground Transport Works0
Soil Engineering and Construction Prospects of the Lunar Surface0
Calculation of Bored Piles in Rocky Soils Under the Action of Axial Compressive Load0
Use of Granulated Foam Glass Ceramics in the Bases of Transport Facilities in the Arctic0
Estimation of the Phreatic Line for One-Dimensional Unsteady Seepage Flow Using Similarity Transformation0
Determination of Parameters of Soil Constitutive Models Based on Field Test Data0
In Memory of Yurii Konstantinovich Zaretskii (1935 – 2021)0
Effect of Reinforcement Type and Soil Moisture Content on Marginal Soil-Geosynthetic Interactions0
Reliability Analysis of Slope Reinforced by Anchors under Earthquake Action0
Experimental Determination of Soil Damping Coefficients0
A Dimensionless Rock Damage Constitutive Model under an Improved Harris Distribution0
Efficiency of Pile Foundation in the Construction of Basement Floors of Structures on Collapsible Soil0
Assessment of Model Predictive Capabilities for True Triaxial Stress States0
Study on the Stability of Submarine Hydrate-Bearing Slope Due to Depressurized Production0
Use of Lognormal Distribution for Processing the Results of Soil Testing by Piles0
Congratulations on the Anniversary!0
Forecast of the Temperature Regime of the Building Foundation on Alluvial Soils Under Conditions of Cryolithozone0
Experimental Simulation of the Energy Absorption Characteristics of Laminated Rubber for Rock Dynamic Impact Protection0
Torsion Deformation Mechanical Properties of U-Shaped Steel Damper under Lateral Loading0
Non-Linear Response of Pile Groups Under Static Lateral Load on Sloping Ground0
Non-Uniform Emersion of an Embedded Structure: Analysis and Recommendations0
Vacuum Preloading Incorporated with Electroosmosis Strengthening of Soft Clay-an Optimized Approach0
Analysis of the Possible Cracking and Damages of Tunnel Lining Segments during Installing Stage0
Sensitivity Analysis of Stability Factors of Filling Slopes Strengthened by Frame Anchor Plates Based on Orthogonal Experimental Design0
Permeability Characteristics of Sedimentary Fine Tailings Including the Degree of Compaction0
Prediction of the Consolidation Coefficient of Soft Soil Based on Machine Learning Models0
Analysis of Methods of Modeling the Influence of Tunneling on the Deformation of the Surrounding Soil Mass0
Review of Correlation Dependencies Between Seismoacoustic and Geotechnical Characteristics of Frozen Soils0
Determination of the Kernel of a Deformable Foundation Model from Experimental Data0
A Structured Cam-Clay Model with a Damage Variable0
Predicting the Settlement and Long-Term Bearing Capacity of a Base of Foundation of Finite Width0
Laboratory and In-Situ Investigations of Deviatoric Creep in Overconsolidated Clay Soils0
Geotechnical Monitoring in the Urban Construction Environment0
Assessment of Negative Skin Friction in Bored Cast-In-Situ Piles According to Cone Penetration Test Data in Subsiding Soils0
Small Strain Stiffness Properties of Cement-Stabilized Sand Reinforced with Polypropylene Fibre0
Studying the Characteristics of Vibrations Induced by Hard Rock TBM Construction in Urban Environments Based on a Field Test0
Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils0
Soil Improvement Technology and Dynamic Control of a Large Diameter Shield in Sandy Cobble Strata0
The Impact of a Heat-Insulating Pad on the Temperature Regime of the Frozen Base of a Low-Rise Residential Building0
Taking Into Account the Soil Depth Inhomogeneity in Calculation of the Piles Settlement0
Analysis of the Interaction Between the Upper and Lower Piles in a Self-Anchored Test Pile0
Numerical Solution for Evaluating Settlement of Expansive Structured Soil Subgrade Under Time-Dependent Loading0
Remote Boundary for Numerical Simulations of Soil Slope Response to Earthquakes0
Seismodynamics of Underground Pipelines Under Viscous-Elastic-Plastic Interaction with Soil0
Effects of Anti-Sliding Piles on the Deformation Mechanisms of a Bridge Foundation in an Expansive Soil Slope0
Deformation Modulus of Plastic-Frozen Soil According to Pile Testing0
Calculation of Building Settlement Induced by Deep Excavation Under Seismic Loading0
A Method for Calculating the Amount of Unfrozen Water in Frozen Saline Soils0
Evolution of the Pore Characteristics of Red Clay Under Axial Strain0
90th Anniversary of S. B. Ukhov0
Settlement Prediction of Double Line Shield Tunnel in Upper Soft and Lower Hard Stratas0
Experimental and Artificial Neural Network Analysis of Geocell Reinforcement on Deformation and Vertical Stress Distribution of Quarry Waste Base0
Calculation of Anti-Landslide Pile Structures0
Strength Degradation of Fractured Sandstone After Thawing of an Inclined Shaft Produced by Artificial Freezing0
The Application of Laponite Nanoparticle to Lessen the Risks of Liquefaction: An Emerging Technique for Sand Improvement (A Review)0
Nonlinear Elastic-Perfectly Plastic Model of Soil and its Numerical Implementation and Application0
Comparison of Liquid and Vapor-Liquid Devices for Cooling the Foundations of Residential Buildings0
Effect of Soil-Structure Interaction on Story Acceleration Response of a High-Rise Building0
A Time-Dependent Expansion Model for Mudstone Submerged in Water0
3D Finite Element Modelling of Hydraulic Efficiency of Drainage Trenches0
Reliability Analysis of Slope Reinforced by Frame-Anchors Based on Failure of a Single Anchor0
Experimental Study of the Shaking Table Test and Dynamic Response of the Loess Slope Reinforced by Frame Anchors0
Transport of Cement Grouting Stimulated By Ultrasound in Different Heights of Sand Columns0
Pullout Behavior of the L-Shaped Anchorage of Geogrid Under Static and Cyclic Loading0
Calculation of Bridge-Support Pile Foundations Taking Karst Deformations Into Account in the Base0
Accounting for Properties of the Compacted Soil-Bed Under Foundation and Capillary Fringe of Loess Soils Subjected to Silicate Stabilization0
Deformation Characteristics of a Vertical Support Structure in a High-Filled Loess Slope Associated with Temperature Fluctuations0
Laboratory Investigation of Lateral Swelling Pressure of Nanning Grey-White Expansive Soil0
Calculation of Landslide Thrust behind Double-Row Long-Short Piles0
Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base0
Stability Analysis of a Landslide Influenced by Rainfall0
Overconsolidation Effects in Clayey Soils: Nature, Manifestation, and Engineering Evaluation0
Cement Pile Reinforcement for Soft Soil Foundation Using Bidirectional Deep Mixing0
Analysis of Features of Long and Short Pile Composite Foundation in High-Rise Buildings0
On the Assignment of Deformation Characteristics of Boulder-Pebble Soils0
Gersevanov Research Institute of Bases and Underground Structures (NIIOSP) (To the 90th Anniversary of the Foundation)0
Investigation of Skirt Effect on Eccentrically Loaded Model Strip Footing Using Laboratory Tests0
Temperature Conditions and Stress-Strain State of Permafrost Base Strengthened by Jet Grouting0
Performance of Side-By-Side Twin Tunnel Excavation Under a Single Pile and Pile Group by the NATM0
Hydraulic Fracture Propagation in Rock Mass with XFEM0
Experimental Study of Circular Plates on a Sand Basement Under the Action of a Vertical Load0
Experimental Investigation of the Effects of Water Content on Coal Body Strength and Stability0
Double Strength Reduction Method for Carbonaceous Rock Slope Considering Influence of Disintegration Degree0
Method for Calculating the Settlement of Circular Pile Foundations of a Reservoir0
Construction Optimization for Subway Interval Tunnels Crossing a High‑Speed Rail Shield Tunnel at a Short Distance0
Geotechnical Risk Management for Construction in Built-Up Areas0
Studies of Interaction of Drilled Piles with Rocky Soils0
Analysis of the Effects of Rheology on the Band Structures of Periodic Pile Barriers in Cohesive Soils0
In Memory of Mark Yurievich Abelev0
Performance of Diaphragm Walls in Soft Clay of a Deep Basement Excavation0
Experimental and Comparative Investigations of New Self-Expanded Steel Pile Behavior via Physical Modelling0
Critical Hydraulic Gradient of Piping Erosion Under Free Flow and Seepage Flow Coupling Model0
Instrumental Quality Control of Soil-Cement Columns and Solids by Seismoacoustic Methods0
Influence of Inclination Angle on the Acoustic Emission Characteristics of Pre-Cracked Sandstone in Uniaxial Arc Cyclic Loading and Unloading Tests0
Study Into the Behavior of Ice Beams Reinforced with Bar Elements0
Simulation of Water Flow in Soils Associated with Earth Electrodes0
Modeling Progressive Failure Behavior in the Geogrid Pullout Test0
Calculation of Thermal Conductivity of Fine Soils Taking into Account the Quantity of Unfrozen Water0
Simulation of Settlement-Free Tunneling by the Microtunneling Method0
Calculation of Anti-Landslide Structures for Seismic Impacts0
Evaluation of Creep Indicators of Plastic-Frozen Soil According to Laboratory and Field Tests0
Dependence of the Dynamic Modulus of Soil Deformation on Impact Frequency0
Shear Strength Behavior of Clayey Soil Reinforced with Natural Agent-Treated Coir Fiber0
Non-Equal Strength Reduction Analysis of Soil Slopes Considering Progressive Failure0
Dynamic Responses of Weathered Rock Slopes Under Harmonic Waves0
Analysis of the Deformation Energy Dissipation in a Layered Medium Under Dynamic Loading (On the Example of Highways)0
Calculation of the Pile-Soil Stress Ratio of a Composite Foundation with Core Pile Under High Fill Embankment0
Single Bored Pile Settlement Prediction Taking into Account the Elastic-Plastic Behavior of the Soil0
Improving Calculation of Load-Bearing Capacity for Steel Tubular Piles, with Consideration for Experience Gained from Constructing a Crossing Over the Kerch Strait0
A Model Test and the Ultimate Capacity Analysis of Multi-Underreamed Anchors in Silty Clay0
Influence of Polypropylene Fiber on Properties of Biocemented Calcareous Sand0
Shallow Sliding Failure Analysis of Weakly Expansive Soil Slope during Wet-Dry Cycles0
Effects of Drying-Wetting Cycles on the Microstructure and Mechanical Properties of Granite Residual Soils0
Prediction of the Settlement and Long-Term Bearing Capacity of Rectangular Footing0
Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method0
Pattern and Mechanism of Response of Loess Shear Strength to Acid Pollution in Seasonal Frozen Areas0
Treatment of Liquefiable Ground by Resonant Compaction Using a Crisscross-Shaped Probe. Case Study at the Huaiyan Highway Site0
Pile Reinforcement of Soil Basement of Road Tunnels0
Effect of Arrangement of Plugged and Unplugged Pipe Pile Group on the Contribution Ratios for Friction and End Resistance Capacity0
Analysis of the Compressed Thickness Limitation Criterion in Soft Soils for Various Models of Creep Accounting0
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