56 results on '"Randolph, Mark A."'
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2. Improved Relationships for the Pile Base Response in Sandy Soils
3. Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving
4. Interpretation of Interbedded Thin–Soft Layer Properties from T-Bar Penetration Tests
5. Improved Relationships for the Pile Base Response in Clayey Soils
6. Effects of Monopile Installation on Subsequent Lateral Response in Sand. II: Lateral Loading
7. Effects of Monopile Installation on Subsequent Lateral Response in Sand. I: Pile Installation
8. Analysis of Axial Response of Submarine Pipeline to Debris-Flow Loading
9. Numerical Investigations into Development of Seabed Trenching in Semitaut Moorings
10. Optimization of Impact Pile Driving Using Optical Fiber Bragg-Grating Measurements
11. Numerical Investigation of Diving Potential and Optimization of Offshore Anchors
12. Evaluation of Elastic Stiffness Parameters for Pipeline–Soil Interaction
13. Spudcan Penetration Analysis for Case Histories in Clay
14. Penetrometer Testing: Effect of Partial Consolidation on Subsequent Dissipation Response
15. Large-Deformation Numerical Modeling of Short-Term Compression and Uplift Capacity of Offshore Shallow Foundations
16. Considerations on the Design of Keying Flap of Plate Anchors
17. Influence of Partial Consolidation during Cone Penetration on Estimated Soil Behavior Type and Pore Pressure Dissipation Measurements
18. Analytical Solution for the Consolidation around a Laterally Loaded Pile
19. Response of Piles with Wings to Monotonic and Cyclic Lateral Loading in Sand
20. Keying of Rectangular Plate Anchors in Normally Consolidated Clays
21. Centrifuge Modeling of the Cyclic Lateral Response of a Rigid Pile in Soft Clay
22. Penetrometer-Based Assessment of Spudcan Penetration Resistance
23. Closure to “Evaluation of Remolded Shear Strength and Sensitivity of Soft Clay Using Full-Flow Penetrometers” by Nicholas Yafrate, Jason DeJong, Don DeGroot, and Mark Randolph
24. Strength Measurement for Near-Seabed Surface Soft Soil Using Manually Operated Miniature Full-Flow Penetrometer
25. Large Deformation Finite-Element Analysis of Submarine Landslide Interaction with Embedded Pipelines
26. Parametric Solutions for Slide Impact on Pipelines
27. Consolidation beneath Circular Skirted Foundations
28. Three-Dimensional Large Deformation Finite-Element Analysis of Plate Anchors in Uniform Clay
29. Loss in Anchor Embedment during Plate Anchor Keying in Clay
30. Evaluation of Remolded Shear Strength and Sensitivity of Soft Clay Using Full-Flow Penetrometers
31. New Mechanism-Based Design Approach for Spudcan Foundations on Single Layer Clay
32. Effect of Strain Rate and Strain Softening on the Penetration Resistance of Spudcan Foundations on Clay
33. Numerical Study of the Effect of Foundation Size for a Wide Range of Sands
34. CPT-Based Method for the Installation of Suction Caissons in Sand
35. Analysis of Factors Influencing Soil Classification Using Normalized Piezocone Tip Resistance and Pore Pressure Parameters
36. Simple Formulas for the Response of Shallow Foundations on Compressible Sands
37. Numerical Simulation of Vertical Pullout of Plate Anchors in Clay
38. Closure to “Effect of Penetration Rate on Penetrometer Resistance in Clay” by Shin Fun Chung, Mark F. Randolph, and James A. Schneider
39. Effects of Electrode Configuration on Electrokinetic Stabilization for Caisson Anchors in Calcareous Sand
40. Torsional Piles in Two-Layered Nonhomogeneous Soil
41. Installation of Suction Caissons in Sand with Silt Layers
42. Computational Techniques and Shear Band Development for Cylindrical and Spherical Penetrometers in Strain-Softening Clay
43. Effect of Recent Load History on Laterally Loaded Piles in Normally Consolidated Clay
44. Numerical Analysis of T-Bar Penetration in Soft Clay
45. Effect of Penetration Rate on Penetrometer Resistance in Clay
46. Undrained Bearing Capacity of Square and Rectangular Footings
47. Design Strategies for Piled Rafts Subjected to Nonuniform Vertical Loading
48. Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil
49. Modeling of Shallowly Embedded Offshore Pipelines in Calcareous Sand
50. Evaluation of a Minimum Base Resistance for Driven Pipe Piles in Siliceous Sand
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