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1. Determination of Homogeneous Foundation’s Settlement Based on the Integral Estimation Method

4. Numerical Investigation of Dynamic Stress Distribution in a Railway Embankment Reinforced by Geogrid Based Weak Soil Formation Using Hybrid RNN-EHO

6. Ground Improvement Over Landfill for the Barton Park Recreational Precinct

8. Limiting the damage to historic buildings due to tunnelling: experience at the Mansion House, London

9. Compensation grouting to limit settlements during tunnelling at Waterloo Station, London

10. Peka Peka to Ōtaki Expressway: Design and Performance of the Embankment Construction on Soft Soil

11. Foundation Behaviour in Unsaturated Expansive Soils: A Review

12. Dem Study on the Dynamic Performance of a Fouled Ballasted Track Under Repeated Traffic Loading

13. Triaxial Tests to Assess the Effects of Densification, Lateral Spreading and Grain Breakage on Settlement Behaviour of Full-Size Railway Ballast

15. Rectification Measures and Restoration of Distressed Pump Foundations

16. Application of Prefabricated Vertical Drains (PVDs) for Improvement of Soft Clays—A Case Study

17. Internal Settlement Monitoring of Pre-Embedded Flexible Pipes for Disaster Prevention: a Case Study of the Upper Reservoir Panel Rockfill Dam of Tianchi Pumped Storage Power Plant

18. Finite-Element Analysis of Sand-Tire Crumbs Filled Geotube-Reinforced Embankments Subjected to Scouring

19. Specific Energy as Indicator of Liquefaction in Dynamic Centrifuge Experiments

20. Bridge Condition Survey of Critical Bridges in the Philippines

21. Rock Planar Slide—A Case Study at Tien Yen–Mong Cai Expressway, Vietnam

22. Vertical Drain Method for Expansion of Acceptable Capacity of Disposal Pond for Dredged Clay and Its Evaluation

23. Effectiveness of Reclamation Technology by Combining Cement Deep Mixing Method (CDM) and Cement Pipe Mixing Method (CPM) on Patimban Port Development Project in Indonesia

24. Investigation of the Effects of Seepage from Excavation Pit on Surrounding Environment and Numerical Simulation Study

25. Performance Assessment of Treated Jute Fiber Encased Stone Columns in Improving Soft Clay Beds

26. Performance of Stone Column Subjected to Dynamic Loading in Sand Bed

28. Research on Surface Settlement Characteristics of Continuous Small Radius Shield Tunnels Based on Different Routes

29. Effect of Fin Inclination on Different Shapes of Fin Under Axial Load

30. Evaluation of Nonlinear Load Sharing Ratio of Pile and Raft in Piled Raft Foundation in Cohesionless Soil

31. Dysfunction of the Role of State Law in Crime Resolution in West Manggarai Society

32. Design and Behaviour of Walls Over Compressive Soil Case Study: Repair of the Vergel Bridge in Mexico

33. Experience in Designing and Calculating Slab Foundations of a Two-Section Multi-story Building on Weak Water-Saturated Soils

34. Retrofit of Foundations Supporting Structures That Have Undergone Settlement Located in Seismically Active Zones

35. Effect of Soil Restraint to Long Slender Pile

36. Parametric Study on Behavior of Soft Ground Reinforced by Stiffened Deep Cement Mixing (SDCM) Columns

37. Application of Geosynthetics for Geotechnical Challenges

38. Effect of Traffic Load on Permeability of Remolded Kaolin

39. Analysis and Design of Micro-pile Foundation for an Extension of a Commercial Building

40. Piled Raft Foundation System for Tall Buildings

41. Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis

43. Brick Artifacts as Trading Commodities, Quality, and Uses at Grogol Site, Trowulan, East Java

44. Predictions of Settlements of Pond Berms Over Mexico City Clays

45. In Search of a New Site of the Abashevo Culture in the Southern Trans-Urals: Remote Sensing and Geophysics Survey on the Zarya I Settlement

46. Rejuvenation of Kukrail Drain

47. Unearthing Craft Activities in the North Aegean: The Karabournaki Settlement

48. Differentiating Fill and Natural Soft Clays—The Value of Desktop Studies in Building a Geological Model

49. Effects of Change in the Support System on Temporary Secant Pile Wall

50. Liner Piles Used as Support to Kentledge for Initial Compression Load Test