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 2020-07-01 to 2024-07-01.)
ArticleCitations
A Constitutive Model for Loess Considering the Characteristics of Structurality and Anisotropy20
Diffusion Behavior of Polymer Grouting Materials in Sand and Gravel19
Earthquake Resistance Assessment of Buried Pipelines of Complex Configuration Based on Records of Real Earthquakes15
Deformation Monitoring Analysis and Numerical Simulation in a Deep Foundation Pit12
Sensitivity of High Fill Slope Stability Factors under Seismic Conditions10
Analysis of the Possible Cracking and Damages of Tunnel Lining Segments during Installing Stage10
Monitoring of Permafrost Foundation-Bed Soils of Low-Rise Buildings Having Unvented Underfloor Spaces9
Polymer and Composite Piles. International and Russian Experience9
Centrifuge Model Test on the Performance of Geogrid-Reinforced and Pile-Supported Embankment Over Soft Soil9
Analysis of Deformation and Temperature Characteristics of High-Speed Railway Roadbed in Seasonal Frozen Regions9
Experimental Study on the Permeability of Compacted Loess7
Stabilizing the Temperature Regime of a Frozen Foundation Bed using Thermal Insulation and Cooling Mechanisms7
Analytical Solution for a Loess Tunnel Based on a Bilinear Strength Criterion7
Time-History Analysis of Soil Slope Subjected to Seismic Loadings6
Experimental Investigation of the Uplift and Lateral Bearing Capacity of Root Piles6
Barrier Effect of Modified Cushion on Salinity Deterioration in the Basal Sapping Zone of Earthen Sites5
Increasing the Bearing Capacity and Durability of Building Foundations on Frozen Soils5
Shear Rate Effect on Strength Characteristics of Sandy Soils5
Meso-Structure Deformation Mechanism of EPS Silt Mixed Lightweight Soil Material under Cyclic Loading5
Investigation of Skirt Effect on Eccentrically Loaded Model Strip Footing Using Laboratory Tests5
Model Test Study on Seepage of Jointed Loess5
Seismodynamics of Underground Pipelines Under Viscous-Elastic-Plastic Interaction with Soil5
Effect of Arrangement of Plugged and Unplugged Pipe Pile Group on the Contribution Ratios for Friction and End Resistance Capacity4
Vacuum Preloading Incorporated with Electroosmosis Strengthening of Soft Clay-an Optimized Approach4
A Systematic Literature Review of Rammed Earth Walls4
Pile Foundations as an Efficiently Developing Direction of Foundation Engineering4
An Extended Finite Element Method for Heat Transfer with Phase Change in Frozen Soil4
Analysis of Features of Long and Short Pile Composite Foundation in High-Rise Buildings4
Experimental Study of the Shaking Table Test and Dynamic Response of the Loess Slope Reinforced by Frame Anchors4
Dependence of Freezing Soil Heaving Properties on the Degree and Composition of Salinization4
Modeling Hydromechanical Reinforcement of Vegetation to Improve the Stability of a Shallow Slope4
Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis4
Experimental Determination of Soil Damping Coefficients4
Modern Technologies and Problems of Ground Stabilization by Injection4
Risk Assessment of Unstable Rock Masses on High-Steep Slopes: An Attribute Recognition Model4
Evaluation Method for Self-Weight Collapse Deformation of Tunnel Foundations in Thick Loess4
Research on Construction Quality Monitoring and Evaluating Technology of Soil-Cement Mixing Piles4
Performance of Diaphragm Walls in Soft Clay of a Deep Basement Excavation4
Experimental Study for Assessing the Onset of Suffusion and Suffosion of Gap-Graded Soil4
Dynamic Response Analysis of Inhomogeneous Saturated Soil under Moving Loads4
Numerical Study of Skin Friction Behavior of Piles in Limestone Rock4
Experimental Investigation on the Behavior of a Defective Pile Subject to a Lateral Load3
Non-Equal Strength Reduction Analysis of Soil Slopes Considering Progressive Failure3
Shallow Sliding Failure Analysis of Weakly Expansive Soil Slope during Wet-Dry Cycles3
Effect of Cyclic Stress Ratio and Non-Plastic Fines Content on the Liquefaction Potential of Sandy and Silty Soil in Cyclic Triaxial Testing3
Predictive Modelling of the Frozen Base of Pile Foundation Buildings with Temperature Control of the Underfloor Space3
Small Strain Stiffness Properties of Cement-Stabilized Sand Reinforced with Polypropylene Fibre3
Bearing Capacity of Soil Base and Settlement of Foundations of Finite Width3
Reliability Analysis of Slope Reinforced by Frame-Anchors Based on Failure of a Single Anchor3
Research on Model Tests of the Additional Stress in Soil Caused by Pile Loads3
Study on the Uplift Bearing Capacity of Rock-Socketed Piles3
A Simple Method to Predict Tensile Strength of Gravelly Soil Using Shear Strength Indexes3
Relationship Between Geological Characteristics and Key Parameters of Large-Diameter EPB Shields3
Stability Analysis of Soil Slopes Subject to Action of Rainfall-Induced Wetting Front3
A Viscoelastic-Plastic Constitutive Model of Creep in Clay Based on Improved Nonlinear Elements3
Multi-Particle Model of the Critical Hydraulic Gradient for Dike Piping3
Bearing Capacity Assessment of Soil Foundation3
Treatment of Liquefiable Ground by Resonant Compaction Using a Crisscross-Shaped Probe. Case Study at the Huaiyan Highway Site3
Water Retention Characteristics and Soil-Water Characteristic Curve Model of Weak Expansive Soil3
Predicting the Settlement and Long-Term Bearing Capacity of a Base of Foundation of Finite Width3
Prediction of the Stress State of Pond Ash Road Embankments3
An Improved Model to Describe the Creep Behavior of Soft Soil2
Evolution of the Pore Characteristics of Red Clay Under Axial Strain2
Study on the Dynamic Structural Parameters and Dynamic Structural Constitutive Relation of Intact Loess2
Evaluation of Creep Indicators of Plastic-Frozen Soil According to Laboratory and Field Tests2
Calculation of Building Settlement Induced by Deep Excavation Under Seismic Loading2
Effect of Vibratory Sheet Pile Driving on Previously Constructed Bored Piles2
New Approach for Active Earth Pressure Calculation on Rigid Retaining Walls with Cohesive Backfill2
Probabilistic Slope Stability Assessment Under Seismic Conditions Based on the Generalized Hoek-Brown Criterion2
Dynamic Analysis of Base Isolated Connected Buildings Subjected to Seismic and Blast Induced Vibrations2
Investigation of the Effects of Twin Tunneling on Ground Surface Settlement and Internal Forces of a Single Pile in 3D Analysis2
Field Test Study on Treatment of Dredged Soil with Cotton Straw2
The Application of Laponite Nanoparticle to Lessen the Risks of Liquefaction: An Emerging Technique for Sand Improvement (A Review)2
Investigation of the Dynamics of Gas Emission from Frozen Soils with Change in Temperature and Pressure2
Mathematical Model of the Temperature Control at the Base of a Building with a Slab Foundation on a Compacted Seasonally Thawing Layer2
Engineering Method for Calculating Deformations of Plastic-Frozen Soils Taking Into Account Their Nonlinear Compressibility and Creep2
Geodetic Deformation Monitoring of a Residential Building Constructed on a Sloping Site2
Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient2
Correlation Between the Geophysical Parameters and Strength Characteristics of Frozen Soils of Various Salinity Levels2
Correlation Between Small-Strain Dynamic Properties and Unconfined Compressive Strength of Lime-Stabilized Soft Clay2
Detection Methods for Unfavorable Geology and Soil Caves before Grouting in Karst Terrains2
Reliability Analysis of Slope Reinforced by Anchors under Earthquake Action2
Comprehensive Automated Geotechnical Monitoring System and Experience in its Application in the Construction of Underground Facilities2
Effects of Large-Scale Twin Tunnel Excavation on an Existing Pile Group: Three-Dimensional Centrifuge Modeling2
An Investigation Into the Effects of an Annular Gap on Surface Settlement2
HHT-Based Seismic Damage Analysis of a Subgrade Slope Reinforced by a Gravity Retaining Wall2
Effects of Drying-Wetting Cycles on the Microstructure and Mechanical Properties of Granite Residual Soils2
Consolidating Waste Slurry by Vacuum Preloading with Flocculation2
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable2
Deformation Characteristics of a Vertical Support Structure in a High-Filled Loess Slope Associated with Temperature Fluctuations2
Use of the Lognormal Distribution for Processing the Results of Mechanical Testing of Soils2
Shale Gas Stimulation Technology: Large-Scale Triaxial Physical Simulation Tests on Longmaxi Formation Shale2
Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method1
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences1
Parameters of Nonlinear Laws of Longitudinal Interaction of Underground Pipelines with Soil1
Dynamic Analysis of Aboveground Steel Storage Tanks Over Stiff Soil1
Experience of Low Strain Impact Testing of Piled Raft Foundation at the Construction Stage1
Experimental Study on the Displacement and Strain of Underpinning Piles during Basement Excavation1
Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls1
Predicting Deformations of the Surrounding Buildings Foundations with Regard to Protective Measures1
Method for Calculating the Settlement of Circular Pile Foundations of a Reservoir1
Stability Analysis and Size Optimization of Retaining Walls on Unsaturated Soil1
Experimental Study on the Effect of Thermal Treatment on the Water Stability of Compacted Loess1
Model Test and Stability Analysis of Large, High-Deposit Body Landslides Under Heavy Rainfall1
Failure Mechanism and Passive Earth Pressure on Foundation Pits with Skirt Reinforcement1
Soil Deformability Parameters of the Working Layer of the Subgrade Soil of Automobile Roads1
Laboratory Investigation of Lateral Swelling Pressure of Nanning Grey-White Expansive Soil1
Experience in the Design and Construction Technologies of Buildings on Gas-Polluted Soil1
Numerical Investigation of Ground Settlements Induced by Installation of Large Diameter Deeply-Buried Caissons in Undrained Clays1
A Model to Predict the Standard Penetration Test N60 Value from Cone Penetration Test Data1
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space1
Influence of Water Content and Degree of Compaction on the Mechanical Properties of Soils of Various Geneses1
Generalization of the Test Results of Bored Piles in Rocky Soils1
On Shear Settlement of Driven Piles in Subsiding Soils1
Analysis of the Compressed Thickness Limitation Criterion in Soft Soils for Various Models of Creep Accounting1
Effect of Reinforcement Type and Soil Moisture Content on Marginal Soil-Geosynthetic Interactions1
Calculation of Bearing Capacity of Augercast Tapered Piles in Clayey Soils1
Experimental Studies of Cohesionless Subsoil Dilatancy Under Conditions of Triaxial Compression1
Evaluating Buckling of Partially Embedded Piles with Nonlinear Horizontal Reaction Coefficient in Cohesive Soil1
A Dimensionless Rock Damage Constitutive Model under an Improved Harris Distribution1
Assessment of Negative Skin Friction in Bored Cast-In-Situ Piles According to Cone Penetration Test Data in Subsiding Soils1
Seismic Stability Analysis of Slopes Using a Pseudo-Dynamic Method Combined with an Upper Bound Method1
Determination of Rheological Properties of Frozen Soils by Relaxation Method1
Pullout Behavior of the L-Shaped Anchorage of Geogrid Under Static and Cyclic Loading1
Deformation Modulus of Plastic-Frozen Soil According to Pile Testing1
Transport of Cement Grouting Stimulated By Ultrasound in Different Heights of Sand Columns1
Prediction of the Settlement of Foundations by an Elastic-Plastic Model of Clay Soils1
Analysis of Ground Settlement during Shield Tunnel Construction in Soft Soil1
On the Experimental Determination of Soil Damping Coefficients1
An Arc-Tangent Failure Surface for Stability Analysis of Karstic Red-Clay Slopes Under Dry-Wet Cycles1
Calculation of Building Settlement on Flood-Prone Foundations by Using the Modulus-Free Method1
Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils1
Problems of Engineering Investigations on Territories with Gas-Generating Soil1
Deformation of Thawed Surrounding Rock During Tunneling in Permafrost1
Estimating Critical Shear Velocity of Incipient Cohesive Sediment Motion of Shallow Slope Under Surface Runoff1
A Stochastic Approach to Soil-Rock Slope Stability Analysis Considering Soil Softening of Contact Zone1
Influence of Granulometric Composition on the Mechanical Properties of Pond Ash1
Experimental Investigation of the Effects of Water Content on Coal Body Strength and Stability1
Investigation of the Effect of Natural-Fiber Geogrids on the Bearing Ratio of the Subbase Layer of a Road1
Bearing Capacity of Circular Foundation on a Sand Layer of Limited Thickness Under Eccentrically Inclined Loading1
Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model1
Displacement Distribution Patterns and Governing Factors of Rock Mass in a Stable Creeping Fault Zone0
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks0
On the Assignment of Deformation Characteristics of Boulder-Pebble Soils0
Shear Strength Behavior of Clayey Soil Reinforced with Natural Agent-Treated Coir Fiber0
A Model Test and the Ultimate Capacity Analysis of Multi-Underreamed Anchors in Silty Clay0
Project of Strengthening the Soil Base and Foundations of a Deforming Residential Building on a Sloping Site0
Effect of Soil-Structure Interaction on Story Acceleration Response of a High-Rise Building0
Hydraulic Fracture Propagation in Rock Mass with XFEM0
Numerical Modeling on Fluid-Solid Coupled Erosion in Sandy Gravel Soils Containing a Suspended Cut-Off Wall0
Calculation of Anti-Landslide Pile Structures0
Active Pressure of Non-Cohesive Soil Enclosed Between Parallel Walls0
Mechanical Anisotropy of the Columnar Jointed Rock Mass Under Unloading Conditions0
Stability Analysis of a Landslide Influenced by Rainfall0
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry0
Strength Anisotropy of Compacted Sandy Material0
Dynamic Response and Damage of Subway Tunnels Subjected to Explosion-Induced Loads0
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method0
Finite Element Analysis of Equivalent Diameter of Prefabricated Vertical Drains0
Sensitivity Analysis of Stability Factors of Filling Slopes Strengthened by Frame Anchor Plates Based on Orthogonal Experimental Design0
Determination of Coefficient of Viscosity in Frozen Soil Using Static Penetration Test0
Stability Analysis of a Pentahedral Rock Wedge Governed by Multi-Discontinuities0
Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile0
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model0
Remote Boundary for Numerical Simulations of Soil Slope Response to Earthquakes0
Field Study on the Uplift Bearing Characteristics of Grouted Micropiles in Soft Soil0
Efficiency of Dynamic Vibration Dampers for Massive Structures on Non-Rock Bases0
Calculation of Massive Foundations Under Vibro-Active Equipment0
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory0
Three-Dimensional Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space0
Experimental Investigations on the Evolution of Undrained Mechanical Characteristics of Cohesionless Soils Subjected to Internal Erosion0
Influence of Inclination Angle on the Acoustic Emission Characteristics of Pre-Cracked Sandstone in Uniaxial Arc Cyclic Loading and Unloading Tests0
Simulation of Settlement-Free Tunneling by the Microtunneling Method0
Influence of Pile Anchor Design Parameters on Deformation of Deep Foundation Pit0
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill0
In Memory of Yurii Konstantinovich Zaretskii (1935 – 2021)0
Variational Solutions for the Problem of Arching in Rock Soils0
Numerical Studies of Thawing in Sloped Permafrost Soils Beneath a Building with a Mound0
Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line0
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building0
Analysis of Methods of Modeling the Influence of Tunneling on the Deformation of the Surrounding Soil Mass0
Estimation of the Phreatic Line for One-Dimensional Unsteady Seepage Flow Using Similarity Transformation0
Prediction of the Settlement and Long-Term Bearing Capacity of Rectangular Footing0
Experimental Study of the Effect of a Compacted Lime-Treated Loess on Its Hydraulic Conductivity0
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences0
A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis0
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt0
Ultimate Capacity of Drilled Displacement Piles: Static Analysis and CPT-Based Methods0
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile0
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses0
Study on the Stability of Submarine Hydrate-Bearing Slope Due to Depressurized Production0
3D Finite Element Modelling of Hydraulic Efficiency of Drainage Trenches0
Experimental and Comparative Investigations of New Self-Expanded Steel Pile Behavior via Physical Modelling0
Strength Properties of Sedimentary Tailings with Different Contents of Fine Particles and the Seepage Damage Risk of Tailings Dams0
Congratulations on the Anniversary!0
Geotechnical Monitoring in the Urban Construction Environment0
Analysis of the Stress State at the Contours of Underground Horizontal Mine Workings Exposed to Uniform Pressure and Determination of the Safe Laying Depth0
Stress-Strain State of Soils Under Thin Shell Structures with Infill0
Forecast of the Temperature Regime of the Building Foundation on Alluvial Soils Under Conditions of Cryolithozone0
Infrared Radiation Characteristics During Crack Development in Water-Bearing Sandstone0
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths0
Temperature Mode of the Frozen Base of a Low-Rise Residential Building on a Ventilated Thermal-Insulation Pad0
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading0
Review of Correlation Dependencies Between Seismoacoustic and Geotechnical Characteristics of Frozen Soils0
Soil Improvement Technology and Dynamic Control of a Large Diameter Shield in Sandy Cobble Strata0
Comparison of Liquid and Vapor-Liquid Devices for Cooling the Foundations of Residential Buildings0
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept0
Numerical Analysis of Soil Consolidation Coupled Biot Theory and Hansbo Flow0
Cryogenic Heaving of Peat and Peaty Soils0
Three-Circuit Soil Thermal Stabilization System to Maintain the Natural and Technical Systems of the Arctic0
Numerical Analysis of Distribution Characteristics of Jacking Force in Thin-Walled Pipe Groups0
Numerical Investigation of Retaining Structure Response to Surrounding Surface Surcharge during Deep Excavation0
Local Site Effects in Definition of Seismic Design Parameters for Historical Monuments0
Calculation of Thermal Conductivity of Fine Soils Taking into Account the Quantity of Unfrozen Water0
Structural Behavior of an In-Plane Curved Tunnel Based on Beam-Spring Approach0
Determination of Parameters of Soil Constitutive Models Based on Field Test Data0
Non-Uniform Emersion of an Embedded Structure: Analysis and Recommendations0
Correction to: Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile0
Experimental and Empirical Study on Piles Socketed Into the Rock0
Study on the Characteristics of Ground Vibrations During Earthquakes Near Focal Zones in Dagestan0
Passive Thrust of “Imperfect” Prisms of Soil Thrust and Placement of Anchor Supports Relative to the Retaining Walls0
Factors Affecting Energy Pile Efficiency0
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan0
Numerical Investigation on Dynamic Stress Transfer of XCC Pile-Supported Embankment Under a Moving Vehicle0
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects0
Axial Capacity Evaluation of Rock-Socketed Cast-In-Situ Concrete Piles0
Geotechnical Risk Management for Construction in Built-Up Areas0
Load Test on Barrette in Multi-Layered Soil0
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development0
History of the First Studies of the Mechanical Properties of the Moon Soils0
Experimental and Artificial Neural Network Analysis of Geocell Reinforcement on Deformation and Vertical Stress Distribution of Quarry Waste Base0
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils0
Use of Lognormal Distribution for Processing the Results of Soil Testing by Piles0
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential0
Study Into the Behavior of Ice Beams Reinforced with Bar Elements0
Simulation of Water Flow in Soils Associated with Earth Electrodes0
Three-Dimensional Numerical Simulation and Monitoring of the Stability of the Top Wall of a Large-Scale Rectangular Pipe0
Improving Calculation of Load-Bearing Capacity for Steel Tubular Piles, with Consideration for Experience Gained from Constructing a Crossing Over the Kerch Strait0
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations0
Soil Engineering and Construction Prospects of the Lunar Surface0
A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation0
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel0
Experience in Construction of Facilities on Landslide Slopes in Seismic Areas0
Determination of the Stiffness Coefficients of a Foundation Composed of Collapsible Soils0
Investigations of Soil Models Used to Study Soil Base Liquefaction0
Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil0
Calculation and Analysis of Reverse Torque of the Earth Pressure Balance Shield0
Dynamic Responses of Weathered Rock Slopes Under Harmonic Waves0
Dependence of the Dynamic Modulus of Soil Deformation on Impact Frequency0
At-Rest Lateral Earth Pressure for Coulomb’s Retaining Wall Conditions0
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