40 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. Strength measurement for near-seabed surface soft soil using manually operated miniature full-flow penetrometer
9. Parametric solutions for slide impact on pipelines
10. Three-dimensional large deformation finite-element analysis of plate anchors in uniform clay
11. Loss in anchor embedment during plate anchor keying in clay
12. New mechanism-based design approach for spudcan foundations on single layer clay
13. Evaluation of remolded shear strength and sensitivity of soft clay using full-flow penetrometers
14. Numerical study of the effect of foundation size for a wide range of sands
15. CPT-based method for the installation of suction caissons in sand
16. Analysis of Axial Response of Submarine Pipeline to Debris-Flow Loading
17. Analysis of factors influencing soil classification using normalized piezocone tip resistance and pore pressure parameters
18. Numerical simulation of vertical pullout of plate anchors in clay
19. Effects of electrode configuration on electrokinetic stabilization for caisson anchors in calcareous sand
20. Installation of suction caissons in sand with silt layers
21. Effect of penetration rate on penetrometer resistance in clay
22. Numerical Investigations into Development of Seabed Trenching in Semitaut Moorings
23. Effect of cement type on shear behavior of cemented calcareous soil
24. Modeling of shallowly embedded offshore pipelines in calcareous sand
25. Optimization of Impact Pile Driving Using Optical Fiber Bragg-Grating Measurements
26. Design Strategies for piled rafts subjected to nonuniform vertical loading
27. Numerical Investigation of Diving Potential and Optimization of Offshore Anchors
28. Evaluation of Elastic Stiffness Parameters for Pipeline–Soil Interaction
29. Spudcan Penetration Analysis for Case Histories in Clay
30. Penetrometer Testing: Effect of Partial Consolidation on Subsequent Dissipation Response
31. Large-Deformation Numerical Modeling of Short-Term Compression and Uplift Capacity of Offshore Shallow Foundations
32. Considerations on the Design of Keying Flap of Plate Anchors
33. Influence of Partial Consolidation during Cone Penetration on Estimated Soil Behavior Type and Pore Pressure Dissipation Measurements
34. Response of Piles with Wings to Monotonic and Cyclic Lateral Loading in Sand
35. Keying of Rectangular Plate Anchors in Normally Consolidated Clays
36. Centrifuge Modeling of the Cyclic Lateral Response of a Rigid Pile in Soft Clay
37. Penetrometer-Based Assessment of Spudcan Penetration Resistance
38. 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
39. Closure to “Effect of Penetration Rate on Penetrometer Resistance in Clay” by Shin Fun Chung, Mark F. Randolph, and James A. Schneider
40. Evaluation of a Minimum Base Resistance for Driven Pipe Piles in Siliceous Sand
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