1. FIG_14.jpg

2. Typical Results of SPT N‑Values for Fill
FIG_14A.jpg

3. Statistical Summary of SPT N‑Values for Fill
FIG_15.jpg

4. Typical Gradations of Fill
FIG_16.jpg

5. Results of In-Situ Permeability Tests Performed in Standpipe Piezometers
FIG_17.jpg

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

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

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

9. Anisotropy and Strain Compatibility Considerations
FIG_30.jpg

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

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

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

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

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

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

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

17. Undrained Shear Strengths from Vane Shear and Torvane Tests: Hamilton Field (Deep Mud Area)
FIG_38.jpg

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

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

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

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

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

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

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

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

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

27. Comparison of Undrained Shear Strengths from Vane Shear and UU Tests: Islais Creek Contract C
FIG_54A.jpg

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

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

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

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

32. Post-Construction Settlements at a Preloaded Site North Bay Site
FIG_64.jpg

33. Asaoka Method for Estimation of Coefficients of Consolidation and End of Primary Consolidation
FIG_65.jpg

34. Estimates of Coefficients of Horizontal Consolidation Using the Asaoka Method (Jamialkowski, et al., 1995)
FIG_66.jpg

35. Variation of Ch with Drain Spacing
FIG_67.jpg

36. Variation of Coefficients of Secondary Consolidation with Consolidation Stress
FIG_68.jpg

37. Variation of Coefficient of Secondary Consolidation with Moisture Content
FIG_69.jpg

38. Variation of C with Moisture Content
FIG_70.jpg

39. Long-Term Settlements at Mission and Howard Streets
FIG_71.jpg

40. Extrapolation of Settlement Data at Mission Street Secondary Compression
FIG_72.jpg

41. Estimation of Coefficients of Secondary Consolidation from Long-Term Settlement Data
FIG_73.jpg

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

43. Effects of Surcharge on Secondary Compression (Ladd, 1989)
FIG_75.jpg

44. Reduction of Coefficient of Secondary Consolidation Due to Surcharge (Ladd, 1989)
FIG_76.jpg

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

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

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

48. Moisture Content and Dry Density of the Fill Muni Metro Turnback Site

49. Summary of Drained Shear Tests on the Fill

50. Hyperbolic Representation of a Stress-Strain Curve

51. Hyperbolic Stress-Strain Parameters for the Fill from CIDTC Tests