All Stories

  1. Assessment of Several Interpreted Pile Capacity Criteria for Large-Diameter Open-Ended Piles
  2. Evaluation of Dynamic Image Analysis for Characterizing Granular Soils
  3. Shear Strength of a Synthetic Transparent Soft Clay Using a Miniature Ball Penetrometer Test
  4. A Comparison of Half and Quarter Space Penetration into Granular Media
  5. Evaluation of FHWA Pile Design Method against the FHWA Deep Foundation Load Test Database Version 2.0
  6. Effect of Fast Constant Loading Rates on the Global Behavior of Sand in Triaxial Compression
  7. Observations of Multi-Scale Granular Kinematics Around Driven Piles in Plane Strain Condition
  8. Field load tests on plastic tube cast-in-place concrete piles
  9. Past, Present, and Future of Transparent Soils
  10. Review of High Strain Rate Testing of Granular Soils
  11. A Nonviscous Water-Based Pore Fluid for Modeling With Transparent Soils
  12. Methodology for Optical Imaging of NAPL 3D Distribution in Transparent Porous Media
  13. Visualizing Kinematics of Dynamic Penetration in Granular Media Using Transparent Soils
  14. Photonic Doppler Velocimetry for Study of Rapid Penetration into Sand
  15. On the Design of Instrumented Double-Wall Model Piles Used to Investigate Plugging of Open-Ended Pipe Piles
  16. Spatial Distribution of the Compressive Stress-Strain of Recycled Polymeric Piling
  17. A Transparent Water-Based Polymer for Simulating Multiphase Flow