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  1. FIG_123.jpg

  2. Plasticity Chart for Mélange Matrix FIG_123A.jpg

  3. Dry Unit Weight Versus Moisture Content of Mélange Matrix Downtown Site – Rincon Hill FIG_124.jpg

  4. Dry Unit Weight Versus Moisture Content of Mélange Matrix – Rincon Hill and San Mateo Sites FIG_124A.jpg

  5. Dry Density Versus Moisture Content of Mélange Matrix San Mateo Site FIG_125.jpg

  6. Typical Photographs of Mélange Matrix FIG_126.jpg

  7. Mélange Matrix Material FIG_127.jpg

  8. Close-Up Views of Mélange Matrix Material FIG_128.jpg

  9. Results of TXUU Tests on “Undisturbed” Samples of Mélange Matrix FIG_129.jpg

  10. Statistical Summary of Undrained Shear Strength of Mélange Matrix from UU Tests FIG_130.jpg

  11. Typical Results of Pressuremeter Tests on Mélange Matrix FIG_131.jpg

  12. Typical Results of Pressuremeter Tests on Sandstone FIG_132.jpg

  13. Undrained Shear Strengths of Mélange Matrix Determined from Pressuremeter Tests FIG_133.jpg

  14. Shear Moduli of Mélange Matrix from Pressuremeter Tests FIG_134.jpg

  15. Normalized Stress-Strain Data from Triaxial Compression Tests on Mélange Matrix Downtown Site FIG_135.jpg

  16. Effective Stress Paths from Triaxial Compression Tests on Mélange Matrix Downtown Site FIG_136.jpg

  17. Normalized Stress-Strain Data from Triaxial Compression Tests on Mélange Matrix San Mateo Site FIG_137.jpg

  18. Effective Stress Paths from Triaxial Compression Tests on Mélange Matrix San Mateo Site FIG_138.jpg

  19. Typical Shear Wave Velocity Profiles of Mélange Matrix and Sandstone San Mateo Site FIG_139.jpg

  20. Range of Shear Wave Velocities of Mélange Matrix and Sandstone Downtown Site FIG_140.jpg

  21. Comparison of Shear Wave Velocities of Mélange Matrix Two Sites Near Rincon Hill FIG_141.jpg

  22. S- and P-Wave Velocity Profiles and RQD Values Borehole TB-05 Mélange Matrix Between Sandstone FIG_142.jpg

  23. Stratigraphy and SPT Data Near the Embarcadero and Howard Street where Mélange Matrix was Encountered FIG_143.jpg

  24. Driving Resistance Versus Depth 18-inch Prestressed Concrete Piles Driven into Mélange Matrix FIG_144.jpg

  25. Results of Pile Load Tests 18-inch Pile Driven into Mélange Matrix FIG_145.jpg