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2. On the Equivalent Pier Approximation for Pile Groups and Piled Rafts
3. Analysis of Foundation Settlement Interaction among Multiple High-Rise Buildings
4. Influence of Dewatering in Deep Excavation on Adjacent Pile Considering Water Insulation Effect of Retaining Structures
5. Effect of Pavement Thickness and Width on Liquefaction-Induced Settlements and the Contribution of Sand Ejecta in Total Settlement
6. Investigation on the Performance of Pipe Roof Method Adjacent to the Underground Construction
7. Modeling the Post-construction Deformation of Spillways over Concrete-Faced Rockfill Dams
8. Bearing Capacity of a Model Square Footing on Geocomposite Reinforced Layered Soil
9. Study on the Interaction of Metro Shield Tunnel Construction Under-Crossing the Existing Longhai Railway
10. Predicting the Settlement of Shallow Foundation Using Metaheuristic SVR Approaches
11. Numerical Modeling of Shallow Foundation on Liquefiable Soil Under Sinusoidal Loading
12. Prestressed Foundation Beams on Elastic Layered Soil
13. Numerical Simulation of the Effect of Cross Passage Excavation on Surface Settlement
14. Comparison Between Theoretical and Measured Settlements of a Cyclically Loaded Silo
15. Modeling of Stone Column-Supported Embankment Under Axi-Symmetric Condition
16. Effectiveness of Stone and Deep Mixing Lime Columns on Stability of Embankments Constructed on Soft Consolidating Soil
17. Suitability Assessment of Stone Columns to Improve Soil Foundation in Kathmandu Valley, Nepal
18. Analysis and Improvement of Fitting Models for Predicting Subsidence Under High-Speed Railway Lines
19. CPT-Based Evaluation of Blast Densification (BD) Performance in Loose Deposits with Settlement and Resistance Considerations
20. Settlement Uncertainty Analysis for Continuous Spread Footing on Elastic Soil
21. Measured and Back Analysed Soil Structure Interaction Effects in a Layered Stratigraphy During Tunnel Boring
22. Behaviour of Track Ballast Under Repeated Loading
23. Estimation of Raft Settlement Based on Linear Elastic Finite Element Analysis
24. Study on Deformation Characteristics of Deep Foundation Excavation in Soft-Soil and the Response of Different Retaining Configurations
25. Axi-symmetric Analysis of Geosynthetic-reinforced Granular Fill-soft Soil System with Group of Stone Columns
26. Effect of Face Losses and Cover-to-Diameter Ratio on Tunneling Induced Settlements in Soft Clay, Using Transparent Soil Models
27. Factors Affecting Consolidation Related Prediction of Singapore Marine Clay by Observational Methods
28. Short and Long-term Behaviours of Bored Tunnels in Port-Said Clay
29. Tests on Model Piled Rafts in Sand: Measured Settlements Compared with Finite Element Predictions
30. The Wall Behaviour in the Contiguous Drilled Piles Reinforced by Anchors in 3D the “case study” of Ain-Naadja Metro Station–(Algiers)
31. Experimental Study of the Effects of Installation of Sand Columns in Compressible Clay Using a Reduced Model
32. Performance Evaluation of Coir Geocells as Soil Retention System Under Dry and Wet Conditions
33. Settlement Profile and Pile Load Distribution Under Vertical Load of Piled Raft Foundation in Clay
34. Subsoil Foundation Support Assessment in Owo Area of Ondo State, Southwestern Nigeria
35. Local Scale Displacement Fields in Grains–Structure Interactions Under Cyclic Loading: Experiments and Simulations
36. Log–Log Method of Pre-consolidation/Yield Stress Determination: An Appraisal
37. Soil Consolidation and Vacuum Pressure Distribution Under Prefabricated Vertical Drains
38. Settlement of Shallow Foundations on Cohesionless Soils Based on SPT Value Using Multi-Objective Feature Selection
39. An Experimental and Numerical Investigation into the Compressibility and Settlement of Sand Mixed with TDA
40. Compressibility of Sands of Various Geologic Origins at Pre-crushing Stress Levels
41. Environmental Effects Induced by Deep Subway Foundation Pit Excavation in Yellow River Alluvial Landforms
42. Principle of Super Position of Rate of Settlement in 2D and 3D Consolidations
43. Assessment of the Foundation of Tunisia Ghezala Dam
44. 2D Tunnel Numerical Investigation: The Influence of the Simplified Excavation Method on Tunnel Behaviour
45. Settlement Due to Uniform Circular Load: On Finite Two-Layer System
46. One-Dimensional Consolidation of Sedimented Stowed Pond Ash
47. On the Use of Skempton’s Compression Index Equation
48. Laboratory Validation of Ultra-Soft Soil Deformation Model
49. An Empirical Method for Analysis of Load Transfer and Settlement of Single Piles
50. Field and Laboratory Tests Investigating Settlements of Foundations on Weathered Keuper Marl
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