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1FIG_18.jpg
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2
Atterberg Limits of Bay Mud
FIG_18A.jpg
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3
Variation of Index Properties with Depth Muni Metro Turnback Site (Embarcadero Waterfront)
FIG_19.jpg
![Page 4: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/4.jpg)
4
Index Properties of Bay Mud Islais Creek Area Marshlands (Contract C Alignment)
FIG_20.jpg
![Page 5: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/5.jpg)
5
Index Properties of Bay Mud Islais Creek Channel Area (Digesters Project)
FIG_21.jpg
![Page 6: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/6.jpg)
6
Index Properties of Bay Mud DTX Segment Along Townsend Street (Mission Bay Area)
FIG_22.jpg
![Page 7: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/7.jpg)
7
Normalized Undrained Strength Behavior of Bay Mud DSS Tests
FIG_23.jpg
![Page 8: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/8.jpg)
8
Variation of Normalized Strength Ratios with Overconsolidation Ratio
FIG_24.jpg
![Page 9: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/9.jpg)
9
SHANSEP Principles of Normalized Undrained Strength Behavior
FIG_25.jpg
![Page 10: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/10.jpg)
10
Anisotropic Behavior of Soft Clays
FIG_26.jpg
![Page 11: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/11.jpg)
11
Normalized Strength-Strain Behavior from Undrained Ko-Triaxial Compression Tests
FIG_27.jpg
![Page 12: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/12.jpg)
12
Pore Pressure Behavior from Ko-Triaxial Compression Tests: NC Soil
FIG_28.jpg
![Page 13: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/13.jpg)
13
Excess Pore Pressures from Ko-Triaxial Compression Tests: OC Soil
FIG_28A.jpg
![Page 14: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/14.jpg)
14
Effective Stress Paths from Ko-Triaxial Compression Tests
FIG_29.jpg
![Page 15: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/15.jpg)
15
Anisotropy and Strain Compatibility Considerations
FIG_30.jpg
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16
Correlation of Normalized Strength Ratios from DSS and Vane Shear Tests
FIG_31.jpg
![Page 17: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/17.jpg)
17
SHANSEP Principles of Normalized Undrained Strength Behavior
FIG_32.jpg
![Page 18: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/18.jpg)
18
Undrained Shear Strengths from Vane Shear Tests Islais Creek T/S Project (Contract D)
FIG_33.jpg
![Page 19: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/19.jpg)
19
Stress History and Vane Shear Strengths Muni Metro Turnback Site
FIG_34.jpg
![Page 20: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/20.jpg)
20
Undrained Shear Strengths from Vane Shear Tests DTX Alignment Along Townsend Street
FIG_35.jpg
![Page 21: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/21.jpg)
21
Undrained Shear Strengths from Vane Shear Tests Islais Creek Area Along Davidson Street
FIG_36.jpg
![Page 22: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/22.jpg)
22
Stress History and Undrained Strengths from Vane Shear Islais Creek (Contract C)
FIG_37.jpg
![Page 23: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/23.jpg)
23
Vane Shear Strengths and Excavation Deformations Rankin Pump Station Site: Islais Creek Estuary
FIG_37A.jpg
![Page 24: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/24.jpg)
24
Undrained Shear Strengths from Vane Shear and Torvane Tests Hamilton Field, Deep Mud Area
FIG_38.jpg
![Page 25: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/25.jpg)
25
Undrained Shear Strength of a Site Undergoing Consolidation Under “Recent” Reclamation Fill
FIG_39.jpg
![Page 26: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/26.jpg)
26
Stress History and Undrained Vane Shear Strengths of Organic Bay Mud at a Recently Reclaimed Site
FIG_40.jpg
![Page 27: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/27.jpg)
27
Variations in Undrained Shear Strengths Between Offshore and Onshore Sites
FIG_41.jpg
![Page 28: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/28.jpg)
28
Field Vane Tests Inner Marshlands of Islais Creek Shallow Mud (Contract C Site)
FIG_42.jpg
![Page 29: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/29.jpg)
29
Comparison of Field Vane Shear Strength with Geotechnical Report Recommendations
FIG_43.jpg
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30
Vane Shear Strength Inner Marshlands at Islais Creek – Contract C Near McKinnon Street (Deeper Mud)
FIG_44.jpg
![Page 31: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/31.jpg)
31
Typical Results of CPT Tests in Bay Mud
FIG_45.jpg
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32
Correlation of Undrained Strengths from CPT and Vane Shear Tests Hamilton Field Site
FIG_46.jpg
![Page 33: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/33.jpg)
33
Correlation of Undrained Strengths from CPT and Vane Shear Tests Mission Bay Site Along Townsend
Street
FIG_47.jpg
![Page 34: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/34.jpg)
34
Estimation of Maximum Past Pressures from Vane Shear Tests Hamilton Field Site
FIG_48.jpg
![Page 35: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/35.jpg)
35
Maximum Past Pressures Estimated from Vane Shear Tests Mission Bay Along Townsend Street
FIG_49.jpg
![Page 36: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/36.jpg)
36
Estimation of Maximum Past Pressures from Vane Shear Tests Hamilton Field Site: Shallow Mud Area
Under Existing Levees
FIG_50.jpg
![Page 37: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/37.jpg)
37
Estimation of Maximum Past Pressures from Vane Shear Tests Shallow Mud – Free Field Area (HW)
FIG_51.jpg
![Page 38: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/38.jpg)
38
Estimation of Maximum Past Pressures from Vane Shear Tests Muni Metro East Site
FIG_52.jpg
![Page 39: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/39.jpg)
39
Undrained Shear Strenghts from Vane Shear Tests Muni Metro East Side
FIG_52A.jpg
![Page 40: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/40.jpg)
40
Estimation of Maximum Past Pressures from Vane Shear Tests Transbay Terminal Site
FIG_53.jpg
![Page 41: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/41.jpg)
41
Comparison of Undrained Shear Strengths from Vane Shear and UU Tests Muni Metro Turnback Site
FIG_54.jpg
![Page 42: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/42.jpg)
42
Title
FIG_54A.jpg
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43
Undrained Strengths from Vane Shear, UU, and Torvane Tests Digesters Site – Islais Creek Estuary
FIG_55.jpg
![Page 44: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/44.jpg)
44
Normalized Undrained Modulus from DSS Tests Normally Consolidated Bay Mud
FIG_56.jpg
![Page 45: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/45.jpg)
45
Normalized Undrained Modulus from DSS Tests Normally and Overconsolidated Bay Mud
FIG_57.jpg
![Page 46: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/46.jpg)
46
Variation of Normalized Modulus with Strain Level Ko-Triaxial Compression Tests
FIG_58.jpg
![Page 47: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/47.jpg)
47
Variation of Compression Ratio with Moisture Content: Bay Mud and Stiff Clays at Hamilton Field Site
FIG_59.jpg
![Page 48: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/48.jpg)
48
Variation of Compression Ratio with Moisture Content North Bay Site
FIG_60.jpg
![Page 49: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/49.jpg)
49
Variation of Recompression Ratio with Moisture Content
FIG_61.jpg
![Page 50: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/50.jpg)
50
Variation of Coefficients of Vertical Consolidation with Liquid Limit
FIG_62.jpg
![Page 51: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/51.jpg)
51
Variation of Hydraulic Conductivity with Void Ratio
FIG_62A.jpg
![Page 52: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/52.jpg)
52
Coefficient of Vertical Consolidation of Organic Bay Mud
FIG_63.jpg
![Page 53: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/53.jpg)
53
Post-Construction Settlements at a Preloaded Site North Bay Site
FIG_64.jpg
![Page 54: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/54.jpg)
54
Asaoka Method for Estimation of Coefficients of Consolidation and End of Primary Consolidation
FIG_65.jpg
![Page 55: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/55.jpg)
55
Estimates of Coefficients of Horizontal Consolidation Using the Asaoka Method (Jamialkowski, et al., 1995)
FIG_66.jpg
![Page 56: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/56.jpg)
56
Variation of Ch with Drain Spacing
FIG_67.jpg
![Page 57: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/57.jpg)
57
Variation of Coefficients of Secondary Consolidation with Consolidation Stress
FIG_68.jpg
![Page 58: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/58.jpg)
58
Variation of Coefficient of Secondary Consolidation with Moisture Content
FIG_69.jpg
![Page 59: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/59.jpg)
59
Variation of Ca with Moisture Content
FIG_70.jpg
![Page 60: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/60.jpg)
60
Long-Term Settlements at Mission and Howard Streets
FIG_71.jpg
![Page 61: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/61.jpg)
61
Extrapolation of Settlement Data at Mission Street Secondary Compression
FIG_72.jpg
![Page 62: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/62.jpg)
62
Estimation of Coefficients of Secondary Consolidation from Long-Term Settlement Data
FIG_73.jpg
![Page 63: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/63.jpg)
63
Estimation of Coefficients of Secondary Consolidation from Settlement Data
FIG_74.jpg
![Page 64: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/64.jpg)
64
Effects of Surcharge on Secondary Compression (Ladd, 1989)
FIG_75.jpg
![Page 65: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/65.jpg)
65
Reduction of Coefficient of Secondary Consolidation Due to Surcharge (Ladd, 1989)
FIG_76.jpg
![Page 66: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/66.jpg)
66
Shear Wave Velocities of Bay Mud
FIG_77.jpg
![Page 67: 1 FIG_18.jpg. 2 Atterberg Limits of Bay Mud FIG_18A.jpg](https://reader036.vdocuments.us/reader036/viewer/2022070305/55141d20550346d8488b5651/html5/thumbnails/67.jpg)
67
Tentative Correlation of Shear Wave Velocity with Undrained Shear Strength of Bay Mud
FIG_78.jpg