Soil Mechanics and Foundation Engineering

Papers
(The TQCC of Soil Mechanics and Foundation Engineering is 1. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-02-01 to 2025-02-01.)
ArticleCitations
Dynamic Analysis of Aboveground Steel Storage Tanks Over Stiff Soil22
Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model15
Study Into the Behavior of Ice Beams Reinforced with Bar Elements12
Finite Element Analysis of Equivalent Diameter of Prefabricated Vertical Drains7
History of the First Studies of the Mechanical Properties of the Moon Soils6
Mechanical Anisotropy of the Columnar Jointed Rock Mass Under Unloading Conditions5
Shallow Sliding Failure Analysis of Weakly Expansive Soil Slope during Wet-Dry Cycles5
Experimental and Comparative Investigations of New Self-Expanded Steel Pile Behavior via Physical Modelling5
Analysis of Active Earth Pressure on Anchored-Frame Structures with Consideration to Prestresses5
Experimental Study of the Effect of a Compacted Lime-Treated Loess on Its Hydraulic Conductivity5
Geotechnical Risk Management for Construction in Built-Up Areas5
Seismodynamics of Underground Pipelines Under Viscous-Elastic-Plastic Interaction with Soil5
Numerical Investigation on Dynamic Stress Transfer of XCC Pile-Supported Embankment Under a Moving Vehicle5
Project of Strengthening the Soil Base and Foundations of a Deforming Residential Building on a Sloping Site4
Effects of Chemical Solutions and Flexible Electric Geotextiles on Electroosmotic Consolidation of River Silt4
Geotechnical Monitoring in the Urban Construction Environment4
Dynamic Analysis of Base Isolated Connected Buildings Subjected to Seismic and Blast Induced Vibrations4
Analysis of Features of Long and Short Pile Composite Foundation in High-Rise Buildings4
Structural Behavior of an In-Plane Curved Tunnel Based on Beam-Spring Approach4
At-Rest Lateral Earth Pressure for Coulomb’s Retaining Wall Conditions4
Study on the Uplift Bearing Capacity of Rock-Socketed Piles4
Numerical Modeling on Fluid-Solid Coupled Erosion in Sandy Gravel Soils Containing a Suspended Cut-Off Wall4
Analysis of Methods of Modeling the Influence of Tunneling on the Deformation of the Surrounding Soil Mass4
On the Assignment of Deformation Characteristics of Boulder-Pebble Soils4
Numerical Results of Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space3
Analysis of the Possible Cracking and Damages of Tunnel Lining Segments during Installing Stage3
Water Retention Characteristics and Soil-Water Characteristic Curve Model of Weak Expansive Soil3
Effect of Cyclic Stress Ratio and Non-Plastic Fines Content on the Liquefaction Potential of Sandy and Silty Soil in Cyclic Triaxial Testing3
Single Bored Pile Settlement Prediction Taking into Account the Elastic-Plastic Behavior of the Soil3
Experimental Study of the Shaking Table Test and Dynamic Response of the Loess Slope Reinforced by Frame Anchors3
Risk Assessment of Unstable Rock Masses on High-Steep Slopes: An Attribute Recognition Model3
Investigations of Soil Models Used to Study Soil Base Liquefaction3
Correlation Between Small-Strain Dynamic Properties and Unconfined Compressive Strength of Lime-Stabilized Soft Clay3
Numerical Studies of Thawing in Sloped Permafrost Soils Beneath a Building with a Mound3
Analysis of Ground Settlement during Shield Tunnel Construction in Soft Soil3
Generalization of the Test Results of Bored Piles in Rocky Soils3
Double Strength Reduction Method for Carbonaceous Rock Slope Considering Influence of Disintegration Degree3
Theoretical Formula of the Critical Hydraulic Condition of Suffusion Initiation3
Deformation Characteristics of a Vertical Support Structure in a High-Filled Loess Slope Associated with Temperature Fluctuations3
Numerical Investigation of Retaining Structure Response to Surrounding Surface Surcharge during Deep Excavation3
Elasto-Plastic Analysis for Load-Settlement Prediction of Vertically Loaded Cushioned Piled-Rafts with Unequal Pile Lengths3
Treatment of Liquefiable Ground by Resonant Compaction Using a Crisscross-Shaped Probe. Case Study at the Huaiyan Highway Site3
Settlement and Long-Term Bearing Capacity of a Circular Foundation on an Elastic-Viscoplastic Base3
The Effect of Temperature Pathways on Unfrozen Water and Thermal Parameters of Frozen Soils3
Accounting for Properties of the Compacted Soil-Bed Under Foundation and Capillary Fringe of Loess Soils Subjected to Silicate Stabilization3
Active Pressure of Non-Cohesive Soil Enclosed Between Parallel Walls2
Improving Calculation of Load-Bearing Capacity for Steel Tubular Piles, with Consideration for Experience Gained from Constructing a Crossing Over the Kerch Strait2
A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept2
Application of Artificial Foundations in Earthquake-Resistant Construction in Turkmenistan2
Experimental Substantiation of Internal Strength Parameters of L. N. Rasskazov’s ≪Energy≫ Soil Model2
Infrared Radiation Characteristics During Crack Development in Water-Bearing Sandstone2
Analysis of Causes and Geomechanical Schematization of Catastrophic Karst Subsidence Development2
Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building2
Efficiency of Dynamic Vibration Dampers for Massive Structures on Non-Rock Bases2
Influence of Tilted Bolts on Flexural Behavior of Circumferential Joints in a Large-Diameter Tunnel2
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable2
Three-Dimensional Vibration Isolation Effect of Pile Group on Rayleigh Waves in a Fluid-Saturated Half-Space2
Study on the Characteristics of Ground Vibrations During Earthquakes Near Focal Zones in Dagestan2
Dynamic Stability of Sandy-Soil Mass with Depth-Dependent Liquefaction Potential2
Technological Settlements of the Surrounding Buildings during the Construction of Deep Pit Fences2
Numerical Investigation of Ground Settlements Induced by Installation of Large Diameter Deeply-Buried Caissons in Undrained Clays2
Stability Analysis of a Pentahedral Rock Wedge Governed by Multi-Discontinuities2
Experimental Study on Shear Strength Parameter Characteristics and Influencing Factors of Miscellaneous Fill2
Correction to: Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile2
A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis2
Use of Lognormal Distribution for Processing the Results of Soil Testing by Piles2
Congratulations on the Anniversary!2
Non-Uniform Emersion of an Embedded Structure: Analysis and Recommendations2
Hydraulic Fracture Propagation in Rock Mass with XFEM2
Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient1
Review of Correlation Dependencies Between Seismoacoustic and Geotechnical Characteristics of Frozen Soils1
Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile1
Influence of Pile Anchor Design Parameters on Deformation of Deep Foundation Pit1
Bearing Capacity Analysis of Pile Foundations Under Composite Loads Based on the Pasternak Foundation Model Under Small Deformation1
Transport of Cement Grouting Stimulated By Ultrasound in Different Heights of Sand Columns1
Forecast of the Temperature Regime of the Building Foundation on Alluvial Soils Under Conditions of Cryolithozone1
Dependence of the Dynamic Modulus of Soil Deformation on Impact Frequency1
A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation1
Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model1
Estimating Critical Shear Velocity of Incipient Cohesive Sediment Motion of Shallow Slope Under Surface Runoff1
Pullout Behavior of the L-Shaped Anchorage of Geogrid Under Static and Cyclic Loading1
Ultimate Capacity of Drilled Displacement Piles: Static Analysis and CPT-Based Methods1
A Model Test and the Ultimate Capacity Analysis of Multi-Underreamed Anchors in Silty Clay1
Influence of Crushed Stone Pile Arrangement in Loose Soils on the Operation of a Single Pile1
Probabilistic Slope Stability Assessment Under Seismic Conditions Based on the Generalized Hoek-Brown Criterion1
Permeability Characteristics of Sedimentary Fine Tailings Including the Degree of Compaction1
Bearing Capacity Assessment of Soil Foundation1
Numerical Analysis of Distribution Characteristics of Jacking Force in Thin-Walled Pipe Groups1
Microscopic Mechanism of Coarse-Grained Soil Under Triaxial Test Based on PFC-FLAC Coupling Method1
Review on the Application of Nanoparticles to Mitigate Liquefaction Risks1
Investigation of the Effect of Natural-Fiber Geogrids on the Bearing Ratio of the Subbase Layer of a Road1
Variational Solutions for the Problem of Arching in Rock Soils1
Determination of the Stiffness Coefficients of a Foundation Composed of Collapsible Soils1
Calculation of Building Settlement Induced by Deep Excavation Under Seismic Loading1
Effect of Jet Grouting Construction Parameters on Durability and Strength Properties of Full-Scale Clayey Soil-Cement Pile1
Asessment and Forecast of Changes in the Properties of Saline Soils Exposed to Technogenic Effects1
Determination of the Bearing Capacity of a Helical Pile Using Screwing Torque Considering Shaft Geometry1
Comparison of Liquid and Vapor-Liquid Devices for Cooling the Foundations of Residential Buildings1
Prediction of the Settlement and Long-Term Bearing Capacity of Rectangular Footing1
Correlation Between the Geophysical Parameters and Strength Characteristics of Frozen Soils of Various Salinity Levels1
Evaluating the Integrity of Slab–Soil Contact with Impulse Response Testing: Insights from Numerical Simulations1
A Constitutive Model for Loess Considering the Characteristics of Structurality and Anisotropy1
Axial Capacity Evaluation of Rock-Socketed Cast-In-Situ Concrete Piles1
Seismic Stability Analysis of Slopes Using a Pseudo-Dynamic Method Combined with an Upper Bound Method1
Calculation of Thermal Conductivity of Fine Soils Taking into Account the Quantity of Unfrozen Water1
Laboratory Investigation of Lateral Swelling Pressure of Nanning Grey-White Expansive Soil1
Stability Analysis of a Landslide Influenced by Rainfall1
Experimental Determination of Soil Damping Coefficients1
Cryogenic Heaving of Peat and Peaty Soils1
Analysis of the Deformation Energy Dissipation in a Layered Medium Under Dynamic Loading (On the Example of Highways)1
Calculation of Anti-Landslide Pile Structures1
3D Finite Element Modelling of Hydraulic Efficiency of Drainage Trenches1
Experimental Study on the Effect of Thermal Treatment on the Water Stability of Compacted Loess1
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