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FIG_18.jpg

FIG_18.jpg. Atterberg Limits of Bay Mud. FIG_18A.jpg. Variation of Index Properties with Depth Muni Metro Turnback Site (Embarcadero Waterfront). FIG_19.jpg. Index Properties of Bay Mud Islais Creek Area Marshlands (Contract C Alignment). FIG_20.jpg.

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FIG_18.jpg

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  1. FIG_18.jpg

  2. Atterberg Limits of Bay Mud FIG_18A.jpg

  3. Variation of Index Properties with Depth Muni Metro Turnback Site (Embarcadero Waterfront) FIG_19.jpg

  4. Index Properties of Bay Mud Islais Creek Area Marshlands (Contract C Alignment) FIG_20.jpg

  5. Index Properties of Bay Mud Islais Creek Channel Area (Digesters Project) FIG_21.jpg

  6. Index Properties of Bay Mud DTX Segment Along Townsend Street (Mission Bay Area) FIG_22.jpg

  7. Normalized Undrained Strength Behavior of Bay Mud DSS Tests FIG_23.jpg

  8. Variation of Normalized Strength Ratios with Overconsolidation Ratio FIG_24.jpg

  9. SHANSEP Principles of Normalized Undrained Strength Behavior FIG_25.jpg

  10. Anisotropic Behavior of Soft Clays FIG_26.jpg

  11. Normalized Strength-Strain Behavior from Undrained Ko-Triaxial Compression Tests FIG_27.jpg

  12. Pore Pressure Behavior from Ko-Triaxial Compression Tests: NC Soil FIG_28.jpg

  13. Excess Pore Pressures from Ko-Triaxial Compression Tests: OC Soil FIG_28A.jpg

  14. Effective Stress Paths from Ko-Triaxial Compression Tests FIG_29.jpg

  15. Anisotropy and Strain Compatibility Considerations FIG_30.jpg

  16. Correlation of Normalized Strength Ratios from DSS and Vane Shear Tests FIG_31.jpg

  17. SHANSEP Principles of Normalized Undrained Strength Behavior FIG_32.jpg

  18. Undrained Shear Strengths from Vane Shear Tests Islais Creek T/S Project (Contract D) FIG_33.jpg

  19. Stress History and Vane Shear Strengths Muni Metro Turnback Site FIG_34.jpg

  20. Undrained Shear Strengths from Vane Shear Tests DTX Alignment Along Townsend Street FIG_35.jpg

  21. Undrained Shear Strengths from Vane Shear Tests Islais Creek Area Along Davidson Street FIG_36.jpg

  22. Stress History and Undrained Strengths from Vane Shear Islais Creek (Contract C) FIG_37.jpg

  23. Vane Shear Strengths and Excavation Deformations Rankin Pump Station Site: Islais Creek Estuary FIG_37A.jpg

  24. Undrained Shear Strengths from Vane Shear and Torvane Tests Hamilton Field, Deep Mud Area FIG_38.jpg

  25. Undrained Shear Strength of a Site Undergoing Consolidation Under “Recent” Reclamation Fill FIG_39.jpg

  26. Stress History and Undrained Vane Shear Strengths of Organic Bay Mud at a Recently Reclaimed Site FIG_40.jpg

  27. Variations in Undrained Shear Strengths Between Offshore and Onshore Sites FIG_41.jpg

  28. Field Vane Tests Inner Marshlands of Islais Creek Shallow Mud (Contract C Site) FIG_42.jpg

  29. Comparison of Field Vane Shear Strength with Geotechnical Report Recommendations FIG_43.jpg

  30. Vane Shear Strength Inner Marshlands at Islais Creek – Contract C Near McKinnon Street (Deeper Mud) FIG_44.jpg

  31. Typical Results of CPT Tests in Bay Mud FIG_45.jpg

  32. Correlation of Undrained Strengths from CPT and Vane Shear Tests Hamilton Field Site FIG_46.jpg

  33. Correlation of Undrained Strengths from CPT and Vane Shear Tests Mission Bay Site Along Townsend Street FIG_47.jpg

  34. Estimation of Maximum Past Pressures from Vane Shear Tests Hamilton Field Site FIG_48.jpg

  35. Maximum Past Pressures Estimated from Vane Shear Tests Mission Bay Along Townsend Street FIG_49.jpg

  36. Estimation of Maximum Past Pressures from Vane Shear Tests Hamilton Field Site: Shallow Mud Area Under Existing Levees FIG_50.jpg

  37. Estimation of Maximum Past Pressures from Vane Shear Tests Shallow Mud – Free Field Area (HW) FIG_51.jpg

  38. Estimation of Maximum Past Pressures from Vane Shear Tests Muni Metro East Site FIG_52.jpg

  39. Undrained Shear Strenghts from Vane Shear Tests Muni Metro East Side FIG_52A.jpg

  40. Estimation of Maximum Past Pressures from Vane Shear Tests Transbay Terminal Site FIG_53.jpg

  41. Comparison of Undrained Shear Strengths from Vane Shear and UU Tests Muni Metro Turnback Site FIG_54.jpg

  42. Title FIG_54A.jpg

  43. Undrained Strengths from Vane Shear, UU, and Torvane Tests Digesters Site – Islais Creek Estuary FIG_55.jpg

  44. Normalized Undrained Modulus from DSS Tests Normally Consolidated Bay Mud FIG_56.jpg

  45. Normalized Undrained Modulus from DSS Tests Normally and Overconsolidated Bay Mud FIG_57.jpg

  46. Variation of Normalized Modulus with Strain Level Ko-Triaxial Compression Tests FIG_58.jpg

  47. Variation of Compression Ratio with Moisture Content: Bay Mud and Stiff Clays at Hamilton Field Site FIG_59.jpg

  48. Variation of Compression Ratio with Moisture Content North Bay Site FIG_60.jpg

  49. Variation of Recompression Ratio with Moisture Content FIG_61.jpg

  50. Variation of Coefficients of Vertical Consolidation with Liquid Limit FIG_62.jpg

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