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)
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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
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10. Anisotropic Behavior of Soft Clays
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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
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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
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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
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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
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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
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35. Maximum Past Pressures Estimated from Vane Shear Tests Mission Bay Along Townsend Street
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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
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39. Undrained Shear Strenghts from Vane Shear Tests Muni Metro East Side
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40. Estimation of Maximum Past Pressures from Vane Shear Tests Transbay Terminal Site
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41. Comparison of Undrained Shear Strengths from Vane Shear and UU Tests Muni Metro Turnback Site
FIG_54.jpg

42. Title
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43. Undrained Strengths from Vane Shear, UU, and Torvane Tests Digesters Site – Islais Creek Estuary
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44. Normalized Undrained Modulus from DSS Tests Normally Consolidated Bay Mud
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45. Normalized Undrained Modulus from DSS Tests Normally and Overconsolidated Bay Mud
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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
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49. Variation of Recompression Ratio with Moisture Content
FIG_61.jpg

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

51. Variation of Hydraulic Conductivity with Void Ratio
FIG_62A.jpg

52. Coefficient of Vertical Consolidation of Organic Bay Mud
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53. Post-Construction Settlements at a Preloaded Site North Bay Site
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54. Asaoka Method for Estimation of Coefficients of Consolidation and End of Primary Consolidation
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55. Estimates of Coefficients of Horizontal Consolidation Using the Asaoka Method (Jamialkowski, et al., 1995)
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56. Variation of Ch with Drain Spacing
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57. Variation of Coefficients of Secondary Consolidation with Consolidation Stress
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58. Variation of Coefficient of Secondary Consolidation with Moisture Content
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59. Variation of Ca with Moisture Content
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60. Long-Term Settlements at Mission and Howard Streets
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61. Extrapolation of Settlement Data at Mission Street Secondary Compression
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62. Estimation of Coefficients of Secondary Consolidation from Long-Term Settlement Data
FIG_73.jpg

63. Estimation of Coefficients of Secondary Consolidation from Settlement Data
FIG_74.jpg

64. Effects of Surcharge on Secondary Compression (Ladd, 1989)
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65. Reduction of Coefficient of Secondary Consolidation Due to Surcharge (Ladd, 1989)
FIG_76.jpg

66. Shear Wave Velocities of Bay Mud
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67. Tentative Correlation of Shear Wave Velocity with Undrained Shear Strength of Bay Mud
FIG_78.jpg