Soil Mechanics and Foundation Engineering

(The TQCC of Soil Mechanics and Foundation Engineering is 2. 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.)
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
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
Experimental Study on the Permeability of Compacted Loess7
Experimental Investigation of the Uplift and Lateral Bearing Capacity of Root Piles6
Time-History Analysis of Soil Slope Subjected to Seismic Loadings6
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
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
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
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
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
Effect of Vibratory Sheet Pile Driving on Previously Constructed Bored Piles2
An Investigation Into the Effects of an Annular Gap on Surface Settlement2
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
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
Study on the Dynamic Structural Parameters and Dynamic Structural Constitutive Relation of Intact Loess2
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
Effects of Large-Scale Twin Tunnel Excavation on an Existing Pile Group: Three-Dimensional Centrifuge Modeling2
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
Investigation of the Dynamics of Gas Emission from Frozen Soils with Change in Temperature and Pressure2
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
An Improved Model to Describe the Creep Behavior of Soft Soil2
Evolution of the Pore Characteristics of Red Clay Under Axial Strain2
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
Comprehensive Automated Geotechnical Monitoring System and Experience in its Application in the Construction of Underground Facilities2