Soil Mechanics and Foundation Engineering

Article	Citations
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	27
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses	11
Experimental Substantiation of Internal Strength Parameters of L. N. Rasskazov’s ≪Energy≫ Soil Model	9
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt	8
Dynamic Analysis of Aboveground Steel Storage Tanks Over Stiff Soil	7
Experimental Determination of the Modulus of Total Deformation of a Sand Base Under a Round Die	7
Effect of Cyclic Stress Ratio and Non-Plastic Fines Content on the Liquefaction Potential of Sandy and Silty Soil in Cyclic Triaxial Testing	7
Calculation of the Bearing Capacity of Permafrost Foundations of Engineering Structures in the Context of Global Climate Warming	7
Method for Determining the Deformation Modulus of Clay Soils Based on the Reconstruction of the Compression Curve for Long-Term Creep Condition	7
Water Migration Model for Low-Temperature Saturated Rock Masses	7
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry	6
Rounding Approaches on Singular Yield and Plastic Potential Surfaces Using Circular Cylinders or Cones	6
Bearing Capacity Assessment of Soil Foundation	6
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks	6
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept	6
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building	6
Calculation and Analysis of Reverse Torque of the Earth Pressure Balance Shield	5
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects	5
A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation	5
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory	5
Three-Dimensional Numerical Simulation and Monitoring of the Stability of the Top Wall of a Large-Scale Rectangular Pipe	5
Determination of Coefficient of Viscosity in Frozen Soil Using Static Penetration Test	5
Structural Safety Analysis of Steel-Concrete Composite Single-Wall Caisson Cofferdams for Deep-Water Bridge Piers	5
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences	5
Compatible Deformation Behavior of Different Zone Layout Sections in a Clay Core Dam Via Centrifuge Modeling	4

Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil	4
A Case Study of Rock Mass Stability Based on Acoustic Monitoring and Numerical Simulation	4
Effects of the Critical Void Ratio on the Stability of Structures	4
Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods	4
Experimental Study on the Displacement and Strain of Underpinning Piles during Basement Excavation	4
Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls	4
The Effect of Tide on the Planar Tilt of a Large Cylindrical Steel Tank	4
Analysis of the Stress State at the Contours of Underground Horizontal Mine Workings Exposed to Uniform Pressure and Determination of the Safe Laying Depth	4
Load Test on Barrette in Multi-Layered Soil	4
Geophysical Investigations of Heterogeneity Foundation Soils Using Electrical Resistivity Tomography Technique	4
Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis	4
Study on the Microstructure and Strength of Expansive Soil at Different Dehydration Temperatures	4
Influence of Slope on Calculative Width of Pile	3
Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope	3
Experimental Study on the Strengthening Effect of Cyclic and Progressive Electroosmosis	3
Analytical Solutions for Settlements of a Pavement Structure on Geosynthetic-Reinforced Embankments Overlying Voids	3
Tunnel Behavior Caused by Ground Surcharge in Clay	3
Modeling of Shear Deformation and Structural Changes of Soil-Type Media	3
Improvement of Strength of Expansive Soil Using a Combination of Industrial Bagasse and Low-Alkali Ecological Cement	3
Bases and Foundations of Moscow Citadels: Reconstruction and New Construction	3
Effect of the Rock Blasting Sequence on Buildings Adjacent to the Hehui Expressway	3
Ultimate Uplift Capacity of Multi-Underreamed Anchors in Soft Soil	3
A Case of Triaxial Testing of Frozen Soils	3
Theoretical Calculations and Field Measurements of the Earth Pressure in the Jinci Tunnel	3
Effect of Nano and Ordinary Particles of Silica on the Swelling Properties of Expansive Soil	3
Dynamic Response and Deformation Characteristics of Urban Loess Subgrade under Vehicle Loading	3
Determination of the Criterion Strength Parameters of the Foundation Soils, Reinforced by Cementation, for Nuclear Power Plants in Seismic Areas	2
Experimental Studies of the Water-Physical Properties of Clay Soil Stabilized with Quicklime	2
An Experimental Predictive Model Development for Time-Dependent Rheological Properties of Composite Strata Soil	2
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential	2
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations	2
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill	2
Treatment of Expansive Soils with Slag: A Review Study	2
Bearing Capacity Analysis of Pile Foundations Under Composite Loads Based on the Pasternak Foundation Model Under Small Deformation	2
Application of Sonic Integrity Testing to the Reliability Assessment of Pile Foundations In Permafrost Thawing Areas	2
Experimental Investigation of Vertical and Lateral Bearing Behaviors of Single Piles	2
Experimental Investigations of Seepage-Induced Internal Erosion in Sand-Kaolinite Soils with Different Clay Fractions	2
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading	2
Numerical Simulation Study of High In-Situ Stress Surrounding Rock Under Coupled Loading Based on FLAC3D and SHPB	2
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile	2
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel	2
Investigations of Soil Models Used to Study Soil Base Liquefaction	2
Database-Based Analysis of Compression Interpretation Criteria for Rectangular Barrette Pile Capacity	2
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences	2
Physical and Mechanical Properties of Ash-And-Slag Mixtures for Their Use in Structural Foundations	2
Three-Circuit Soil Thermal Stabilization System to Maintain the Natural and Technical Systems of the Arctic	2
Numerical Analysis of the Stress-Strain State of a Combined Pile in Permafrost Soils	2
Experimental and Empirical Study on Piles Socketed Into the Rock	2
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development	2
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan	2

Geosynthetic Materials for Karst Protection of Linear Structures	2
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model	2
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths	2
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method	2
Strength Properties of Sedimentary Tailings with Different Contents of Fine Particles and the Seepage Damage Risk of Tailings Dams	2
Compression and Rebounding Characteristics of Ferricrete Expansive Soils Under Cyclic Loading and Unloading	1
Calculation of Bored Piles in Rock Under a Compressive Axial Load	1
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable	1
Parameters of Nonlinear Laws of Longitudinal Interaction of Underground Pipelines with Soil	1
Analysis of Interlock-Enhanced Integral Geocell-Reinforced Foundation	1
Calculation of Building Settlement Induced by Deep Excavation Under Seismic Loading	1
Displacement Distribution Patterns and Governing Factors of Rock Mass in a Stable Creeping Fault Zone	1
Vertical Stress Effects on Soil-Water Characteristics of Fly Ash	1
Effect of Jet Grouting Construction Parameters on Durability and Strength Properties of Full-Scale Clayey Soil-Cement Pile	1
Experimental Investigations on the Evolution of Undrained Mechanical Characteristics of Cohesionless Soils Subjected to Internal Erosion	1
In Memory of Mark Yurievich Abelev	1
Model Test and Stability Analysis of Large, High-Deposit Body Landslides Under Heavy Rainfall	1
Influence of Pile Anchor Design Parameters on Deformation of Deep Foundation Pit	1
Geotechnical Solutions in Reconstruction and Their Impact on the Settlement of Historic Buildings	1
Numerical Investigation of Ground Settlements Induced by Installation of Large Diameter Deeply-Buried Caissons in Undrained Clays	1
Soil Deformability Parameters of the Working Layer of the Subgrade Soil of Automobile Roads	1
Stress Mechanism of the Pile Hole Excavation Retaining Wall of an Existing Embankment Slope and its Influence on the Operation Line	1
Behavior of Pile Foundations Built on Dynamically Compacted Liquefaction-Susceptible Soil	1
Structural Behavior of an In-Plane Curved Tunnel Based on Beam-Spring Approach	1
Estimation of the Phreatic Line for One-Dimensional Unsteady Seepage Flow Using Similarity Transformation	1
Improvement of Foundation Structures Under Dynamic Loads in Special Soil Conditions	1
Laboratory and In-Situ Investigations of Deviatoric Creep in Overconsolidated Clay Soils	1
Numerical Investigation of Retaining Structure Response to Surrounding Surface Surcharge during Deep Excavation	1
Seismic Stability Analysis of Slopes Using a Pseudo-Dynamic Method Combined with an Upper Bound Method	1
Numerical Studies of Thawing in Sloped Permafrost Soils Beneath a Building with a Mound	1
Nonlinear Elastic-Perfectly Plastic Model of Soil and its Numerical Implementation and Application	1
Influence of Pebble Soil Anisotropy in the Determination of Groundwater Dam Slopes	1
Shale Gas Stimulation Technology: Large-Scale Triaxial Physical Simulation Tests on Longmaxi Formation Shale	1
Effect of Dry–Wet Cycles on the Shear Strength of Weathered Red Sandstone Soil	1
Stress-Strain State of Soils Under Thin Shell Structures with Infill	1
Experience and Prospects in the Use of Auger Cast Piles	1
Ultimate Capacity of Drilled Displacement Piles: Static Analysis and CPT-Based Methods	1
Numerical Solution for Evaluating Settlement of Expansive Structured Soil Subgrade Under Time-Dependent Loading	1
Correction of Excessive Shield Tunnel Displacement by Grouting: a Case Study of the Shenzhen Metro Line	1
A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis	1
Experience in Construction of a High-Rise Building on a Foundation Base with Underground Excavations	1
Calculation of Pile Strip Foundations Under Conditions of Sinkhole Formation	1
Systematic Analysis of the Laboratory Pullout Behavior and Improvement of Cement Grout for the Loess Soil Nailing Technique	1
Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model	1
Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers	1
Study of the Side Resistance of Bored Piles in Rock	1
Effect of Model Box Constraint in Shaking Table Test for Liquefaction Analyses of Loess Tunnels	1
Numerical Modeling on Fluid-Solid Coupled Erosion in Sandy Gravel Soils Containing a Suspended Cut-Off Wall	1
Stress-Strain State of a Two-Layered Base Under Vibratory Driving of Incompressible Pile	1
Numerical Simulation of Loess Foundation Behaviour Under High-Energy Dynamic Compaction Based on Experimental Data	1
Theoretical Formula of the Critical Hydraulic Condition of Suffusion Initiation	1
Experimental and Artificial Neural Network Analysis of Geocell Reinforcement on Deformation and Vertical Stress Distribution of Quarry Waste Base	1
Deformation of Thawed Surrounding Rock During Tunneling in Permafrost	1
On Shear Settlement of Driven Piles in Subsiding Soils	1
An Improved Model to Describe the Creep Behavior of Soft Soil	1
Computational Analysis of Thin Foundation Slabs for Vibroactive Equipment	1
Influence of Inclination Angle on the Acoustic Emission Characteristics of Pre-Cracked Sandstone in Uniaxial Arc Cyclic Loading and Unloading Tests	1
Analysis of Ground Settlement during Shield Tunnel Construction in Soft Soil	1
Variational Solutions for the Problem of Arching in Rock Soils	1
Determination of the Stiffness Coefficients of a Foundation Composed of Collapsible Soils	1
Dynamic Response and Damage of Subway Tunnels Subjected to Explosion-Induced Loads	1
Theoretical Foundations of Quantitative Assessment of the Expansion of the Leading Borehole of a Bored Crushed Stone Pile in an Elastic-Viscous Setting	1
On the Experimental Determination of Soil Damping Coefficients	1
Influence of Mineral Composition on Deformation and Failure Mechanisms of Mudstone	1
Numerical Solution of Non-Limit Active Earth Pressure with Wall Movement of Rotation About the Top	1
Investigation of the Effect of Natural-Fiber Geogrids on the Bearing Ratio of the Subbase Layer of a Road	1
Modeling Pore Pressure Changes in the “CPTU Probe–Soil” System During Dissipation Testing	1
Influence of Water Content and Degree of Compaction on the Mechanical Properties of Soils of Various Geneses	1
Optimization of Pile Anchor Supporting Parameters of a Substation Deep Foundation Pit	1
Study on the Characteristics of Ground Vibrations During Earthquakes Near Focal Zones in Dagestan	1
History of the First Studies of the Mechanical Properties of the Moon Soils	1
The Effect of Temperature Pathways on Unfrozen Water and Thermal Parameters of Frozen Soils	1
Analysis of Rock Deformation Evolution and Failure Mechanism Under Different Pre-Fabricated Fracture Dip Angles	1
Correlation Between Small-Strain Dynamic Properties and Unconfined Compressive Strength of Lime-Stabilized Soft Clay	1
An Analytical Method for Solving 3D Non-Axisymmetry Mixed Boundary Problem and Its Application in Analysis of Rectangle Plate Resting on an Elastic Half Space	1
Particle Flow Simulation and Mesoscopic Damage Mechanism of Sandstone Subjected to Freeze–Thaw Cycles Under Influence of Water Content and Confining Pressure	0
Efficiency of Pile Foundation in the Construction of Basement Floors of Structures on Collapsible Soil	0
Analysis of the Interaction Between the Upper and Lower Piles in a Self-Anchored Test Pile	0
Forecast of the Temperature Regime of the Building Foundation on Alluvial Soils Under Conditions of Cryolithozone	0
Calculation of Anti-Landslide Pile Structures	0

Geotechnical Monitoring in the Urban Construction Environment	0
Instrumental Quality Control of Soil-Cement Columns and Solids by Seismoacoustic Methods	0
Soil Engineering and Construction Prospects of the Lunar Surface	0
Experimental Investigation of the Effects of Water Content on Coal Body Strength and Stability	0
Calculation of Bridge-Support Pile Foundations Taking Karst Deformations Into Account in the Base	0
Effect of Soil-Structure Interaction on Story Acceleration Response of a High-Rise Building	0
Critical Hydraulic Gradient of Piping Erosion Under Free Flow and Seepage Flow Coupling Model	0
Prediction of the Consolidation Coefficient of Soft Soil Based on Machine Learning Models	0
Pile Reinforcement of Soil Basement of Road Tunnels	0
Considering the Deformation Nonlinearity of Rock Mass Weakened by a System of Mutually Orthogonal Joints	0
Effects of Anti-Sliding Piles on the Deformation Mechanisms of a Bridge Foundation in an Expansive Soil Slope	0
Permeability Characteristics of Sedimentary Fine Tailings Including the Degree of Compaction	0
Study on the Stability of Submarine Hydrate-Bearing Slope Due to Depressurized Production	0
Shear Strength Characteristics of Aeolian Sand Solidified by Microbially Induced Calcite Precipitation (MICP)	0
Sensitivity Analysis of Stability Factors of Filling Slopes Strengthened by Frame Anchor Plates Based on Orthogonal Experimental Design	0
Buildings and Engineering Structures Stability Under Difficult Permafrost Conditions	0
New Method to Evaluate the Seismic Ultimate Bearing Capacity of Foundations Adjacent to Slopes Considering the Dilatancy Angle	0
Temperature Conditions and Stress-Strain State of Permafrost Base Strengthened by Jet Grouting	0
Review of Correlation Dependencies Between Seismoacoustic and Geotechnical Characteristics of Frozen Soils	0
Experimental Study of the Shaking Table Test and Dynamic Response of the Loess Slope Reinforced by Frame Anchors	0
Assessing the Possibility of Driving Piles in Plastic-Frozen Soils Based on the Data of Thermal Cone Penetration Tests	0
Remote Boundary for Numerical Simulations of Soil Slope Response to Earthquakes	0
Reliability Analysis of the Treatment of Dam Foundations by Coupling Monitoring Measurements and Modeling	0
Effects of Drying-Wetting Cycles on the Microstructure and Mechanical Properties of Granite Residual Soils	0
Reliability Analysis of Slope Reinforced by Frame-Anchors Based on Failure of a Single Anchor	0
Macroscopic Crustal Stress Field Estimation Based on Failure Characteristics of Surrounding Rock	0
Three-Dimensional Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space	0
Temperature Mode of the Frozen Base of a Low-Rise Residential Building on a Ventilated Thermal-Insulation Pad	0
Analysis of the Effects of Rheology on the Band Structures of Periodic Pile Barriers in Cohesive Soils	0
Experimental Determination of Soil Damping Coefficients	0
Single Bored Pile Settlement Prediction Taking into Account the Elastic-Plastic Behavior of the Soil	0
90th Anniversary of S. B. Ukhov	0
Use of Granulated Foam Glass Ceramics in the Bases of Transport Facilities in the Arctic	0
A Structured Cam-Clay Model with a Damage Variable	0
Study Into the Behavior of Ice Beams Reinforced with Bar Elements	0
Experimental Simulation of the Energy Absorption Characteristics of Laminated Rubber for Rock Dynamic Impact Protection	0
Simulation of Water Flow in Soils Associated with Earth Electrodes	0
Instability Prediction Model of the Shield Tunnel Face Based on the Normal Cloud-PSM	0
Experimental Study on Mechanical Behavior of Remolded Cement Soil	0
Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method	0
Microstructural Evolution and Macroscopic Mechanical Degradation of Soil Under Freeze-Thaw Conditions in Alpine Regions	0
On the Assignment of Deformation Characteristics of Boulder-Pebble Soils	0
Method for Determining the Pre-Compaction Pressure and Reconstruction of the Compression Curve	0
A Dimensionless Rock Damage Constitutive Model under an Improved Harris Distribution	0
Static and Dynamic Behaviors of Clay Solidified with Cement, Lime, and Fly Ash	0
Strength Degradation of Fractured Sandstone After Thawing of an Inclined Shaft Produced by Artificial Freezing	0
A Model Test and the Ultimate Capacity Analysis of Multi-Underreamed Anchors in Silty Clay	0
Calculation of Bored Piles in Rocky Soils Under the Action of Axial Compressive Load	0
Effect of Reinforcement Type and Soil Moisture Content on Marginal Soil-Geosynthetic Interactions	0
Laboratory Investigation of Lateral Swelling Pressure of Nanning Grey-White Expansive Soil	0
Simulation of Settlement-Free Tunneling by the Microtunneling Method	0
Hydraulic Fracture Propagation in Rock Mass with XFEM	0
A Constitutive Model for Loess Considering the Characteristics of Structurality and Anisotropy	0
Determination of Parameters of Soil Constitutive Models Based on Field Test Data	0
Non-Uniform Emersion of an Embedded Structure: Analysis and Recommendations	0
Influence of the Volume and Size Ratio of the Underground Karst Cavity on the Deformation of the Soil Stratum	0
Calculation of Thermal Conductivity of Fine Soils Taking into Account the Quantity of Unfrozen Water	0
Analysis of Problems Related to Modeling Karst Underlying Underground Transport Works	0
A Method for Calculating the Amount of Unfrozen Water in Frozen Saline Soils	0
Evaluation of Creep Indicators of Plastic-Frozen Soil According to Laboratory and Field Tests	0
Methods for Determining the Volume Loss of Soil During Shield Tunneling	0
Stability Analysis of a Landslide Influenced by Rainfall	0
Carl Terzaghi: the Founder of Modern Soil Mechanics	0
Shear Strength Behavior of Clayey Soil Reinforced with Natural Agent-Treated Coir Fiber	0
Numerical Analysis of Distribution Characteristics of Jacking Force in Thin-Walled Pipe Groups	0
Overconsolidation Effects in Clayey Soils: Nature, Manifestation, and Engineering Evaluation	0
Deformation Modulus of Plastic-Frozen Soil According to Pile Testing	0
An Improved Settlement Prediction Method for Soft Ground Subjected to Alternating Radiant Drain Vacuum Preloading	0
Evaluation of in Situ Loading Tests Conducted on Micropiles Used to Enhance the Bearing Capacity of Karbala Sandy Soil	0
Influence of Polypropylene Fiber on Properties of Biocemented Calcareous Sand	0
Exploring Slope Gradient Impacts on the Horizontal Resistance of Gravel Soil Via Three-Dimensional Physical Simulations	0
Small Strain Stiffness Properties of Cement-Stabilized Sand Reinforced with Polypropylene Fibre	0
Calculation of Landslide Thrust behind Double-Row Long-Short Piles	0
Determination of the Kernel of a Deformable Foundation Model from Experimental Data	0
Calculation of Anti-Landslide Structures for Seismic Impacts	0
Studies of Interaction of Drilled Piles with Rocky Soils	0
Cement Pile Reinforcement for Soft Soil Foundation Using Bidirectional Deep Mixing	0
Dynamic Stability Analysis of a Wharf under Cyclic Loading Considering the Weakening Effect of a Soft Foundation	0
A Time-Dependent Expansion Model for Mudstone Submerged in Water	0
Pullout Behavior of the L-Shaped Anchorage of Geogrid Under Static and Cyclic Loading	0
Dynamic Characteristics of Structural Loess and its Modified Hardin–Drnevich Model	0
Correction to: Experimental study on shear strength parameter characteristics and influencing factors of miscellaneous fill	0
Construction Optimization for Subway Interval Tunnels Crossing a High‑Speed Rail Shield Tunnel at a Short Distance	0
Calculation of the Pile-Soil Stress Ratio of a Composite Foundation with Core Pile Under High Fill Embankment	0
Cryogenic Heaving of Peat and Peaty Soils	0
Prediction of the Settlement and Long-Term Bearing Capacity of Rectangular Footing	0
Soil Improvement Technology and Dynamic Control of a Large Diameter Shield in Sandy Cobble Strata	0
Study of the Pile-Driving Process by the Vibration–Volume Method	0
Performance of Diaphragm Walls in Soft Clay of a Deep Basement Excavation	0
Studying the Characteristics of Vibrations Induced by Hard Rock TBM Construction in Urban Environments Based on a Field Test	0
Dynamic Responses of Weathered Rock Slopes Under Harmonic Waves	0
Dependence of the Dynamic Modulus of Soil Deformation on Impact Frequency	0
Modeling Progressive Failure Behavior in the Geogrid Pullout Test	0
Slope Failure Treatment by Anchor Rod Method at Exit of Tunnel: Case Study in Nanxia Expressway	0
The Application of Laponite Nanoparticle to Lessen the Risks of Liquefaction: An Emerging Technique for Sand Improvement (A Review)	0