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 2020-11-01 to 2024-11-01.)

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
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
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
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

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
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
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
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
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