Soil Mechanics and Foundation Engineering

Article	Citations
A Constitutive Model for Loess Considering the Characteristics of Structurality and Anisotropy	22
Diffusion Behavior of Polymer Grouting Materials in Sand and Gravel	22
Deformation Monitoring Analysis and Numerical Simulation in a Deep Foundation Pit	15
Earthquake Resistance Assessment of Buried Pipelines of Complex Configuration Based on Records of Real Earthquakes	15
Analysis of the Possible Cracking and Damages of Tunnel Lining Segments during Installing Stage	12
Sensitivity of High Fill Slope Stability Factors under Seismic Conditions	11
Analysis of Deformation and Temperature Characteristics of High-Speed Railway Roadbed in Seasonal Frozen Regions	10
Polymer and Composite Piles. International and Russian Experience	9
Time-History Analysis of Soil Slope Subjected to Seismic Loadings	7
Experimental Study on the Permeability of Compacted Loess	7
Experimental Investigation of the Uplift and Lateral Bearing Capacity of Root Piles	6
Risk Assessment of Unstable Rock Masses on High-Steep Slopes: An Attribute Recognition Model	6
Seismodynamics of Underground Pipelines Under Viscous-Elastic-Plastic Interaction with Soil	5
Dependence of Freezing Soil Heaving Properties on the Degree and Composition of Salinization	5
Increasing the Bearing Capacity and Durability of Building Foundations on Frozen Soils	5
Experimental Study of the Shaking Table Test and Dynamic Response of the Loess Slope Reinforced by Frame Anchors	5
Investigation of Skirt Effect on Eccentrically Loaded Model Strip Footing Using Laboratory Tests	5
Reliability Analysis of Slope Reinforced by Frame-Anchors Based on Failure of a Single Anchor	5
Analysis of Features of Long and Short Pile Composite Foundation in High-Rise Buildings	5
A Viscoelastic-Plastic Constitutive Model of Creep in Clay Based on Improved Nonlinear Elements	5
Research on Construction Quality Monitoring and Evaluating Technology of Soil-Cement Mixing Piles	5
Evaluation Method for Self-Weight Collapse Deformation of Tunnel Foundations in Thick Loess	4
Effects of Large-Scale Twin Tunnel Excavation on an Existing Pile Group: Three-Dimensional Centrifuge Modeling	4
Performance of Diaphragm Walls in Soft Clay of a Deep Basement Excavation	4
Experimental Study for Assessing the Onset of Suffusion and Suffosion of Gap-Graded Soil	4

Modeling Hydromechanical Reinforcement of Vegetation to Improve the Stability of a Shallow Slope	4
A Systematic Literature Review of Rammed Earth Walls	4
HHT-Based Seismic Damage Analysis of a Subgrade Slope Reinforced by a Gravity Retaining Wall	4
Correlation Between the Geophysical Parameters and Strength Characteristics of Frozen Soils of Various Salinity Levels	4
Effect of Arrangement of Plugged and Unplugged Pipe Pile Group on the Contribution Ratios for Friction and End Resistance Capacity	4
Vacuum Preloading Incorporated with Electroosmosis Strengthening of Soft Clay-an Optimized Approach	4
Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis	4
Experimental Determination of Soil Damping Coefficients	4
An Extended Finite Element Method for Heat Transfer with Phase Change in Frozen Soil	4
Non-Equal Strength Reduction Analysis of Soil Slopes Considering Progressive Failure	3
Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient	3
Analysis of Ground Settlement during Shield Tunnel Construction in Soft Soil	3
Study on the Uplift Bearing Capacity of Rock-Socketed Piles	3
Stability Analysis of Soil Slopes Subject to Action of Rainfall-Induced Wetting Front	3
Small Strain Stiffness Properties of Cement-Stabilized Sand Reinforced with Polypropylene Fibre	3
Prediction of the Stress State of Pond Ash Road Embankments	3
Calculation of Building Settlement on Flood-Prone Foundations by Using the Modulus-Free Method	3
Effect of Vibratory Sheet Pile Driving on Previously Constructed Bored Piles	3
Bearing Capacity Assessment of Soil Foundation	3
Treatment of Liquefiable Ground by Resonant Compaction Using a Crisscross-Shaped Probe. Case Study at the Huaiyan Highway Site	3
Shallow Sliding Failure Analysis of Weakly Expansive Soil Slope during Wet-Dry Cycles	3
Predictive Modelling of the Frozen Base of Pile Foundation Buildings with Temperature Control of the Underfloor Space	3
An Investigation Into the Effects of an Annular Gap on Surface Settlement	3
Bearing Capacity of Soil Base and Settlement of Foundations of Finite Width	3
Experimental Investigation on the Behavior of a Defective Pile Subject to a Lateral Load	3
Research on Model Tests of the Additional Stress in Soil Caused by Pile Loads	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
Water Retention Characteristics and Soil-Water Characteristic Curve Model of Weak Expansive Soil	3
Predicting the Settlement and Long-Term Bearing Capacity of a Base of Foundation of Finite Width	3
Reliability Analysis of Slope Reinforced by Anchors under Earthquake Action	3
Evaluation of Creep Indicators of Plastic-Frozen Soil According to Laboratory and Field Tests	3
Comprehensive Automated Geotechnical Monitoring System and Experience in its Application in the Construction of Underground Facilities	2
An Arc-Tangent Failure Surface for Stability Analysis of Karstic Red-Clay Slopes Under Dry-Wet Cycles	2
Experimental Studies of Strength and Deformation Parameters of Ice and Highly Ice-Rich Soils	2
Mathematical Model of the Temperature Control at the Base of a Building with a Slab Foundation on a Compacted Seasonally Thawing Layer	2
Failure Mechanism and Passive Earth Pressure on Foundation Pits with Skirt Reinforcement	2
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable	2
Correlation Between Small-Strain Dynamic Properties and Unconfined Compressive Strength of Lime-Stabilized Soft Clay	2
Assessment of Negative Skin Friction in Bored Cast-In-Situ Piles According to Cone Penetration Test Data in Subsiding Soils	2
Investigation of the Effects of Twin Tunneling on Ground Surface Settlement and Internal Forces of a Single Pile in 3D Analysis	2
An Improved Model to Describe the Creep Behavior of Soft Soil	2
Prediction of the Settlement of Foundations by an Elastic-Plastic Model of Clay Soils	2
Evolution of the Pore Characteristics of Red Clay Under Axial Strain	2
Engineering Method for Calculating Deformations of Plastic-Frozen Soils Taking Into Account Their Nonlinear Compressibility and Creep	2
Geodetic Deformation Monitoring of a Residential Building Constructed on a Sloping Site	2
Generalization of the Test Results of Bored Piles in Rocky Soils	2
Dynamic Analysis of Base Isolated Connected Buildings Subjected to Seismic and Blast Induced Vibrations	2
Deformation of Thawed Surrounding Rock During Tunneling in Permafrost	2
Detection Methods for Unfavorable Geology and Soil Caves before Grouting in Karst Terrains	2
Shale Gas Stimulation Technology: Large-Scale Triaxial Physical Simulation Tests on Longmaxi Formation Shale	2

The Application of Laponite Nanoparticle to Lessen the Risks of Liquefaction: An Emerging Technique for Sand Improvement (A Review)	2
Calculation of Building Settlement Induced by Deep Excavation Under Seismic Loading	2
Effects of Drying-Wetting Cycles on the Microstructure and Mechanical Properties of Granite Residual Soils	2
Probabilistic Slope Stability Assessment Under Seismic Conditions Based on the Generalized Hoek-Brown Criterion	2
Deformation Characteristics of a Vertical Support Structure in a High-Filled Loess Slope Associated with Temperature Fluctuations	2
Use of the Lognormal Distribution for Processing the Results of Mechanical Testing of Soils	2
Study on the Dynamic Structural Parameters and Dynamic Structural Constitutive Relation of Intact Loess	2
A Dimensionless Rock Damage Constitutive Model under an Improved Harris Distribution	1
Determination of Rheological Properties of Frozen Soils by Relaxation Method	1
Seismic Stability Analysis of Slopes Using a Pseudo-Dynamic Method Combined with an Upper Bound Method	1
Soil Deformability Parameters of the Working Layer of the Subgrade Soil of Automobile Roads	1
Bearing Capacity of Circular Foundation on a Sand Layer of Limited Thickness Under Eccentrically Inclined Loading	1
Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model	1
Deformation Modulus of Plastic-Frozen Soil According to Pile Testing	1
A Model to Predict the Standard Penetration Test N60 Value from Cone Penetration Test Data	1
On the Experimental Determination of Soil Damping Coefficients	1
On Shear Settlement of Driven Piles in Subsiding Soils	1
Investigation of the Effect of Natural-Fiber Geogrids on the Bearing Ratio of the Subbase Layer of a Road	1
Analysis of the Compressed Thickness Limitation Criterion in Soft Soils for Various Models of Creep Accounting	1
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences	1
Predicting Deformations of the Surrounding Buildings Foundations with Regard to Protective Measures	1
Experimental Studies of Cohesionless Subsoil Dilatancy Under Conditions of Triaxial Compression	1
Shear Strength Behavior of Clayey Soil Reinforced with Natural Agent-Treated Coir Fiber	1
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils	1
Model Test and Stability Analysis of Large, High-Deposit Body Landslides Under Heavy Rainfall	1
Efficiency of Dynamic Vibration Dampers for Massive Structures on Non-Rock Bases	1
Using Neural Network Feedback Analysis Technology to Predict Soil and Carbonaceous Rock Thermal Resistivity	1
A Stochastic Approach to Soil-Rock Slope Stability Analysis Considering Soil Softening of Contact Zone	1
Pullout Behavior of the L-Shaped Anchorage of Geogrid Under Static and Cyclic Loading	1
Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method	1
Parameters of Nonlinear Laws of Longitudinal Interaction of Underground Pipelines with Soil	1
Influence of Water Content and Degree of Compaction on the Mechanical Properties of Soils of Various Geneses	1
Effect of Reinforcement Type and Soil Moisture Content on Marginal Soil-Geosynthetic Interactions	1
Calculation of Thermal Conductivity of Fine Soils Taking into Account the Quantity of Unfrozen Water	1
Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls	1
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	1
Method for Calculating the Settlement of Circular Pile Foundations of a Reservoir	1
Estimating Critical Shear Velocity of Incipient Cohesive Sediment Motion of Shallow Slope Under Surface Runoff	1
Calculation and Analysis of Reverse Torque of the Earth Pressure Balance Shield	1
Influence of Granulometric Composition on the Mechanical Properties of Pond Ash	1
Experimental Investigation of the Effects of Water Content on Coal Body Strength and Stability	1
Evaluating Buckling of Partially Embedded Piles with Nonlinear Horizontal Reaction Coefficient in Cohesive Soil	1
Laboratory Investigation of Lateral Swelling Pressure of Nanning Grey-White Expansive Soil	1
Experience in the Design and Construction Technologies of Buildings on Gas-Polluted Soil	1
Numerical Investigation of Ground Settlements Induced by Installation of Large Diameter Deeply-Buried Caissons in Undrained Clays	1
Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods	1
Influence of Polypropylene Fiber on Properties of Biocemented Calcareous Sand	1
Experience of Low Strain Impact Testing of Piled Raft Foundation at the Construction Stage	1
Experimental Study on the Displacement and Strain of Underpinning Piles during Basement Excavation	1
Transport of Cement Grouting Stimulated By Ultrasound in Different Heights of Sand Columns	1
Dynamic Response and Damage of Subway Tunnels Subjected to Explosion-Induced Loads	1
Dynamic Analysis of Aboveground Steel Storage Tanks Over Stiff Soil	1
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory	1
Experimental Study on the Effect of Thermal Treatment on the Water Stability of Compacted Loess	1
Load Test on Barrette in Multi-Layered Soil	0
Accounting for Properties of the Compacted Soil-Bed Under Foundation and Capillary Fringe of Loess Soils Subjected to Silicate Stabilization	0
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading	0
A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis	0
Temperature Mode of the Frozen Base of a Low-Rise Residential Building on a Ventilated Thermal-Insulation Pad	0
Double Strength Reduction Method for Carbonaceous Rock Slope Considering Influence of Disintegration Degree	0
A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation	0
Calculation of Massive Foundations Under Vibro-Active Equipment	0
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths	0
Influence of Inclination Angle on the Acoustic Emission Characteristics of Pre-Cracked Sandstone in Uniaxial Arc Cyclic Loading and Unloading Tests	0
Experimental Investigations on the Evolution of Undrained Mechanical Characteristics of Cohesionless Soils Subjected to Internal Erosion	0
Numerical Investigation of Retaining Structure Response to Surrounding Surface Surcharge during Deep Excavation	0
Numerical Analysis of Pullout Bearing Capacity of End-Bearing Torpedo Anchors	0
Slope Stability Analysis and Sliding Surface Search Model Based on Swedish Slice Method	0
Analysis of Methods of Modeling the Influence of Tunneling on the Deformation of the Surrounding Soil Mass	0
Experimental and Empirical Study on Piles Socketed Into the Rock	0
Three-Circuit Soil Thermal Stabilization System to Maintain the Natural and Technical Systems of the Arctic	0
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill	0
Factors Affecting Energy Pile Efficiency	0
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt	0
A Model Test and the Ultimate Capacity Analysis of Multi-Underreamed Anchors in Silty Clay	0
Axial Capacity Evaluation of Rock-Socketed Cast-In-Situ Concrete Piles	0
Local Site Effects in Definition of Seismic Design Parameters for Historical Monuments	0
Passive Thrust of “Imperfect” Prisms of Soil Thrust and Placement of Anchor Supports Relative to the Retaining Walls	0
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations	0
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method	0

Experimental Investigation of Vertical and Lateral Bearing Behaviors of Single Piles	0
Non-Uniform Emersion of an Embedded Structure: Analysis and Recommendations	0
Infrared Radiation Characteristics During Crack Development in Water-Bearing Sandstone	0
Determination of Parameters of Soil Constitutive Models Based on Field Test Data	0
Mechanical Anisotropy of the Columnar Jointed Rock Mass Under Unloading Conditions	0
Numerical Analysis of Distribution Characteristics of Jacking Force in Thin-Walled Pipe Groups	0
Computational Analysis of Thin Foundation Slabs for Vibroactive Equipment	0
Permeability Characteristics of Sedimentary Fine Tailings Including the Degree of Compaction	0
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects	0
Experimental and Comparative Investigations of New Self-Expanded Steel Pile Behavior via Physical Modelling	0
Forecast of the Temperature Regime of the Building Foundation on Alluvial Soils Under Conditions of Cryolithozone	0
Sensitivity Analysis of Stability Factors of Filling Slopes Strengthened by Frame Anchor Plates Based on Orthogonal Experimental Design	0
Three-Dimensional Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	0
Three-Dimensional Numerical Simulation and Monitoring of the Stability of the Top Wall of a Large-Scale Rectangular Pipe	0
Study Into the Behavior of Ice Beams Reinforced with Bar Elements	0
Simulation of Water Flow in Soils Associated with Earth Electrodes	0
Theoretical Formula of the Critical Hydraulic Condition of Suffusion Initiation	0
Determination of Coefficient of Viscosity in Frozen Soil Using Static Penetration Test	0
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan	0
Soil Engineering and Construction Prospects of the Lunar Surface	0
Single Bored Pile Settlement Prediction Taking into Account the Elastic-Plastic Behavior of the Soil	0
Comparison of Liquid and Vapor-Liquid Devices for Cooling the Foundations of Residential Buildings	0
Soil Improvement Technology and Dynamic Control of a Large Diameter Shield in Sandy Cobble Strata	0
Investigations of Soil Models Used to Study Soil Base Liquefaction	0
Cryogenic Heaving of Peat and Peaty Soils	0
Numerical Analysis of Soil Consolidation Coupled Biot Theory and Hansbo Flow	0
At-Rest Lateral Earth Pressure for Coulomb’s Retaining Wall Conditions	0
A Method for Calculating the Amount of Unfrozen Water in Frozen Saline Soils	0
Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil	0
Structural Behavior of an In-Plane Curved Tunnel Based on Beam-Spring Approach	0
Effect of Soil-Structure Interaction on Story Acceleration Response of a High-Rise Building	0
Dynamic Responses of Weathered Rock Slopes Under Harmonic Waves	0
Correction to: Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile	0
Review of Correlation Dependencies Between Seismoacoustic and Geotechnical Characteristics of Frozen Soils	0
Project of Strengthening the Soil Base and Foundations of a Deforming Residential Building on a Sloping Site	0
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry	0
Prediction of the Settlement and Long-Term Bearing Capacity of Rectangular Footing	0
Displacement Distribution Patterns and Governing Factors of Rock Mass in a Stable Creeping Fault Zone	0
Numerical Investigation on Dynamic Stress Transfer of XCC Pile-Supported Embankment Under a Moving Vehicle	0
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks	0
Congratulations on the Anniversary!	0
Dynamic Stability Analysis of a Wharf under Cyclic Loading Considering the Weakening Effect of a Soft Foundation	0
Study on the Characteristics of Ground Vibrations During Earthquakes Near Focal Zones in Dagestan	0
90th Anniversary of S. B. Ukhov	0
Use of Lognormal Distribution for Processing the Results of Soil Testing by Piles	0
Calculation of Anti-Landslide Pile Structures	0
Geotechnical Risk Management for Construction in Built-Up Areas	0
Dependence of the Dynamic Modulus of Soil Deformation on Impact Frequency	0
Strength Properties of Sedimentary Tailings with Different Contents of Fine Particles and the Seepage Damage Risk of Tailings Dams	0
Improving Calculation of Load-Bearing Capacity for Steel Tubular Piles, with Consideration for Experience Gained from Constructing a Crossing Over the Kerch Strait	0
Stability Analysis of a Landslide Influenced by Rainfall	0
History of the First Studies of the Mechanical Properties of the Moon Soils	0
Construction Optimization for Subway Interval Tunnels Crossing a High‑Speed Rail Shield Tunnel at a Short Distance	0
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept	0
Field Study on the Uplift Bearing Characteristics of Grouted Micropiles in Soft Soil	0
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model	0
Hydraulic Fracture Propagation in Rock Mass with XFEM	0
Remote Boundary for Numerical Simulations of Soil Slope Response to Earthquakes	0
The Effect of Temperature Pathways on Unfrozen Water and Thermal Parameters of Frozen Soils	0
Stress-Strain State of Soils Under Thin Shell Structures with Infill	0
Active Pressure of Non-Cohesive Soil Enclosed Between Parallel Walls	0
Analysis of the Stress State at the Contours of Underground Horizontal Mine Workings Exposed to Uniform Pressure and Determination of the Safe Laying Depth	0
Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base	0
Determination of the Stiffness Coefficients of a Foundation Composed of Collapsible Soils	0
Experience in Construction of Facilities on Landslide Slopes in Seismic Areas	0
Numerical Studies of Thawing in Sloped Permafrost Soils Beneath a Building with a Mound	0
Strength Degradation of Fractured Sandstone After Thawing of an Inclined Shaft Produced by Artificial Freezing	0
Studying the Characteristics of Vibrations Induced by Hard Rock TBM Construction in Urban Environments Based on a Field Test	0
Geotechnical Monitoring in the Urban Construction Environment	0
Estimation of the Phreatic Line for One-Dimensional Unsteady Seepage Flow Using Similarity Transformation	0
Simulation of Settlement-Free Tunneling by the Microtunneling Method	0
On the Assignment of Deformation Characteristics of Boulder-Pebble Soils	0
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences	0
In Memory of Yurii Konstantinovich Zaretskii (1935 – 2021)	0
Numerical Modeling on Fluid-Solid Coupled Erosion in Sandy Gravel Soils Containing a Suspended Cut-Off Wall	0
Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile	0
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile	0
Experimental Study of the Effect of a Compacted Lime-Treated Loess on Its Hydraulic Conductivity	0
3D Finite Element Modelling of Hydraulic Efficiency of Drainage Trenches	0
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development	0
Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line	0
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building	0
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential	0
An Experimental Predictive Model Development for Time-Dependent Rheological Properties of Composite Strata Soil	0
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses	0
Influence of Pile Anchor Design Parameters on Deformation of Deep Foundation Pit	0
Effect of Dry–Wet Cycles on the Shear Strength of Weathered Red Sandstone Soil	0
Stability Analysis of a Pentahedral Rock Wedge Governed by Multi-Discontinuities	0
Ultimate Capacity of Drilled Displacement Piles: Static Analysis and CPT-Based Methods	0
Strength Anisotropy of Compacted Sandy Material	0
Variational Solutions for the Problem of Arching in Rock Soils	0
Experimental and Artificial Neural Network Analysis of Geocell Reinforcement on Deformation and Vertical Stress Distribution of Quarry Waste Base	0
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel	0
Study on the Stability of Submarine Hydrate-Bearing Slope Due to Depressurized Production	0
Finite Element Analysis of Equivalent Diameter of Prefabricated Vertical Drains	0