1 / 25

Characterization and Testing of Mélange Matrix in Rincon Hill and San Mateo Sites

This document presents comprehensive data and analyses on the Mélange Matrix from Rincon Hill and San Mateo sites. It includes various charts illustrating the relationship between dry unit weight and moisture content, as well as shear strength and effective stress paths derived from undisturbed samples. Photographs and close-up views of the Mélange Matrix material are included, alongside results from pressuremeter tests and triaxial compression tests. This study aims to enhance understanding of the material properties and behavior in geotechnical contexts.

vianca
Télécharger la présentation

Characterization and Testing of Mélange Matrix in Rincon Hill and San Mateo Sites

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  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

More Related