139 results on '"Lehane, B. M."'
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2. A 3D image-based method to measure soil stiffness in triaxial tests
3. Field and numerical study of the lateral response of rigid piles in sand
4. CPT data in normally consolidated soils
5. Ageing of Pile Shaft Friction in Medium Plasticity Clay
6. Discussion of "Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin".
7. Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model
8. Application of the unified CPT method for driven piles to layered deposits
9. A simple rotational spring model for laterally loaded rigid piles in sand
10. Modelling Penetrometer Installation Using a Modified Strain Path Method Approach
11. Factors Affecting the Shaft Capacity of Displacement Piles in Clays
12. Friction Coefficients for Piles in Sands and Silts
13. Assessment of the Unified CPT Design Method for Axial Capacity of Driven Piles in Interlayered Deposits.
14. Relative Influences of Catchment Geology, Land Use and In-Stream Habitat on Brown Trout Populations in South-Western Ireland
15. CPT-Based Design Method for Axial Capacities of Drilled Shafts and Auger Cast-in-Place Piles
16. Measurement of Shearing Characteristics of Granular Materials at Low Stress Levels in a Shear Box
17. Cone penetration test-based load-transfer formulations for driven piles in sand
18. Bearing Capacity and Stiffness of Embedded Circular Footings on Stiff-Over-Soft Clay
19. A simple approach for predicting the ultimate lateral capacity of a rigid pile in sand
20. Relating shaft friction of buried piles and CPT resistance in clayey sands
21. The strength of Perth sands in direct shear
22. Investigation of the effect of initial water content and surcharge on volume change behaviour of compacted grey vertosol
23. Empirical approach based on centrifuge testing for cyclic deformations of laterally loaded piles in sand
24. Modelling Penetrometer Installation Using a Modified Strain Path Method Approach
25. The influence of small-scale variation in habitat on winter trout distribution and diet in an afforested catchment
26. Influence of installation method on static lateral response of displacement piles in sand
27. Empirical approach based on centrifuge testing for cyclic deformations of laterally loaded piles in sand
28. Effects of pile shape and pile end condition on the lateral response of displacement piles in soft clay
29. Lateral response of piles in cemented sand
30. BASE RESISTANCE OF JACKED PIPE PILES IN SAND
31. Scour effects on p–y curves for shallowly embedded piles in sand
32. Updated CPT-based p–y formulation for laterally loaded piles in cohesionless soil under static loading
33. Discussion of “Examining Setup Mechanisms of Driven Piles in Sand Using Laboratory Model Pile Tests” by Z. Zhang and Y. H. Wang
34. Overview of design methods of axially loaded piles in Europe
35. Improved Performance of Monopiles When Combined with Footings for Tower Foundations in Sand
36. Lateral response of piles in weak calcareous sandstone.
37. Measurement of Shearing Characteristics of Granular Materials at Low Stress Levels in a Shear Box
38. Role of Linear Elasticity in Pile Group Analysis and Load Test Interpretation
39. Centrifuge modelling of the pushover failure of an electricity transmission tower
40. Nonlinear Cone Penetration Test-Based Method for Predicting Footing Settlements on Sand
41. Modelling the Installation of Stiffened Caissons in Overconsolidated Clay
42. Uplift of shallow foundations with cement-stabilised backfill
43. Uplift Performance of Transmission Tower Foundations Embedded in Clay
44. Pile and penetrometer end bearing resistance in two-layered soil profiles
45. Rate effects on the vertical uplift capacity of footings founded in clay
46. Development of the UWA-05 Design Method for Open and Closed Ended Driven Piles in Siliceous Sand
47. Pipe pile installation effects in soft clay
48. Behavior of Axially Loaded Pile Groups Driven in Clayey Silt
49. Scale effects on tension capacity for rough piles buried in dense sand
50. Effects of Drained Pre-Loading on the Performance of Shallow Foundations on Overconsolidated Clay
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