OOIR: Observatory of International Research

Papers

(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 2020-05-01 to 2024-05-01.)

Article	Citations
A Constitutive Model for Loess Considering the Characteristics of Structurality and Anisotropy	20
Diffusion Behavior of Polymer Grouting Materials in Sand and Gravel	17
Earthquake Resistance Assessment of Buried Pipelines of Complex Configuration Based on Records of Real Earthquakes	14
Soil Shear Strength at the Structure Interface	11
Deformation Monitoring Analysis and Numerical Simulation in a Deep Foundation Pit	10
Analysis of the Possible Cracking and Damages of Tunnel Lining Segments during Installing Stage	10
Sensitivity of High Fill Slope Stability Factors under Seismic Conditions	10
Monitoring of Permafrost Foundation-Bed Soils of Low-Rise Buildings Having Unvented Underfloor Spaces	9
Analysis of Deformation and Temperature Characteristics of High-Speed Railway Roadbed in Seasonal Frozen Regions	9
Centrifuge Model Test on the Performance of Geogrid-Reinforced and Pile-Supported Embankment Over Soft Soil	8
Seismic Performance of Structure with Isolated Foundation Using U-Shape Steel Damper as an Isolator	8
Stabilizing the Temperature Regime of a Frozen Foundation Bed using Thermal Insulation and Cooling Mechanisms	7
Experimental Study on the Permeability of Compacted Loess	7
Polymer and Composite Piles. International and Russian Experience	7
Analytical Solution for a Loess Tunnel Based on a Bilinear Strength Criterion	6
Time-History Analysis of Soil Slope Subjected to Seismic Loadings	6
Barrier Effect of Modified Cushion on Salinity Deterioration in the Basal Sapping Zone of Earthen Sites	5
Model Test Study on Seepage of Jointed Loess	5
Seismodynamics of Underground Pipelines Under Viscous-Elastic-Plastic Interaction with Soil	5
Shear Rate Effect on Strength Characteristics of Sandy Soils	5
Experimental Investigation of the Uplift and Lateral Bearing Capacity of Root Piles	5
Investigation of Skirt Effect on Eccentrically Loaded Model Strip Footing Using Laboratory Tests	5
Increasing the Bearing Capacity and Durability of Building Foundations on Frozen Soils	5
Water Immersion Deformation of Unsaturated and Compacted Loess	5
Dependence of Freezing Soil Heaving Properties on the Degree and Composition of Salinization	4

Research on Construction Quality Monitoring and Evaluating Technology of Soil-Cement Mixing Piles	4
Performance of Diaphragm Walls in Soft Clay of a Deep Basement Excavation	4
An Extended Finite Element Method for Heat Transfer with Phase Change in Frozen Soil	4
Risk Assessment of Unstable Rock Masses on High-Steep Slopes: An Attribute Recognition Model	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
Experimental Study of the Shaking Table Test and Dynamic Response of the Loess Slope Reinforced by Frame Anchors	4
Numerical Study of Skin Friction Behavior of Piles in Limestone Rock	4
Evaluation Method for Self-Weight Collapse Deformation of Tunnel Foundations in Thick Loess	4
Modeling Hydromechanical Reinforcement of Vegetation to Improve the Stability of a Shallow Slope	4
Pile Foundations as an Efficiently Developing Direction of Foundation Engineering	4
Meso-Structure Deformation Mechanism of EPS Silt Mixed Lightweight Soil Material under Cyclic Loading	4
Effects of Clay Minerals on Small-Strain Shear Modulus and Damping Ratio of Saturated Clay	4
Research on Model Tests of the Additional Stress in Soil Caused by Pile Loads	3
Water Retention Characteristics and Soil-Water Characteristic Curve Model of Weak Expansive Soil	3
Analysis of Features of Long and Short Pile Composite Foundation in High-Rise Buildings	3
Predictive Modelling of the Frozen Base of Pile Foundation Buildings with Temperature Control of the Underfloor Space	3
Stability Analysis of Soil Slopes Subject to Action of Rainfall-Induced Wetting Front	3
A Viscoelastic-Plastic Constitutive Model of Creep in Clay Based on Improved Nonlinear Elements	3
Experimental Study for Assessing the Onset of Suffusion and Suffosion of Gap-Graded Soil	3
Bearing Capacity Assessment of Soil Foundation	3
Study on the Uplift Bearing Capacity of Rock-Socketed Piles	3
A Simple Method to Predict Tensile Strength of Gravelly Soil Using Shear Strength Indexes	3
Relationship Between Geological Characteristics and Key Parameters of Large-Diameter EPB Shields	3
Bearing Capacity of Soil Base and Settlement of Foundations of Finite Width	3
Reliability Analysis of Slope Reinforced by Frame-Anchors Based on Failure of a Single Anchor	3
Non-Equal Strength Reduction Analysis of Soil Slopes Considering Progressive Failure	3
Treatment of Liquefiable Ground by Resonant Compaction Using a Crisscross-Shaped Probe. Case Study at the Huaiyan Highway Site	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
Effect of Arrangement of Plugged and Unplugged Pipe Pile Group on the Contribution Ratios for Friction and End Resistance Capacity	3
Predicting the Settlement and Long-Term Bearing Capacity of a Base of Foundation of Finite Width	3
Prediction of the Stress State of Pond Ash Road Embankments	3
Multi-Particle Model of the Critical Hydraulic Gradient for Dike Piping	3
The Behavior of Gravel-Soil Interface During Triaxial Testing of the Mixed Soil	2
Effect of Vibratory Sheet Pile Driving on Previously Constructed Bored Piles	2
Effects of Drying-Wetting Cycles on the Microstructure and Mechanical Properties of Granite Residual Soils	2
Correlation Between the Geophysical Parameters and Strength Characteristics of Frozen Soils of Various Salinity Levels	2
Probabilistic Slope Stability Assessment Under Seismic Conditions Based on the Generalized Hoek-Brown Criterion	2
Correlation Between Small-Strain Dynamic Properties and Unconfined Compressive Strength of Lime-Stabilized Soft Clay	2
Modern Technologies and Problems of Ground Stabilization by Injection	2
Study on the Dynamic Structural Parameters and Dynamic Structural Constitutive Relation of Intact Loess	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
A Systematic Literature Review of Rammed Earth Walls	2
Consolidating Waste Slurry by Vacuum Preloading with Flocculation	2
Geodetic Deformation Monitoring of a Residential Building Constructed on a Sloping Site	2
Influence of Gradation of Coarse-Grained Soil on the Permeability Coefficient	2
Deformation Characteristics of a Vertical Support Structure in a High-Filled Loess Slope Associated with Temperature Fluctuations	2
Shallow Sliding Failure Analysis of Weakly Expansive Soil Slope during Wet-Dry Cycles	2

Use of the Lognormal Distribution for Processing the Results of Mechanical Testing of Soils	2
Investigation of the Dynamics of Gas Emission from Frozen Soils with Change in Temperature and Pressure	2
Detection Methods for Unfavorable Geology and Soil Caves before Grouting in Karst Terrains	2
Evolution of the Pore Characteristics of Red Clay Under Axial Strain	2
Experimental Investigation on the Behavior of a Defective Pile Subject to a Lateral Load	2
Engineering Method for Calculating Deformations of Plastic-Frozen Soils Taking Into Account Their Nonlinear Compressibility and Creep	2
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable	2
Prediction of Bearing Capacity of Driven Piles in Semi-Rocky Soils	2
Soil-Structure Dynamic Interaction under Field-Simulated Ground Motion Tests	2
Dynamic Response Analysis of Inhomogeneous Saturated Soil under Moving Loads	2
An Investigation Into the Effects of an Annular Gap on Surface Settlement	2
Shale Gas Stimulation Technology: Large-Scale Triaxial Physical Simulation Tests on Longmaxi Formation Shale	2
Small Strain Stiffness Properties of Cement-Stabilized Sand Reinforced with Polypropylene Fibre	2