1FIG_14.jpg

2

Typical Results of SPT N‑Values for Fill

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3

Statistical Summary of SPT N‑Values for Fill

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4

Typical Gradations of Fill

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5

Results of In-Situ Permeability Tests Performed in Standpipe Piezometers

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6

Index Properties of Bay MudIslais Creek Channel Area (Digesters Project)

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7

Index Properties of Bay MudDTX Segment Along Townsend Street (Mission Bay Area)

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8

SHANSEP Principles of NormalizedUndrained Strength Behavior

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9

Anisotropy and StrainCompatibility Considerations

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10

Excess Pore Pressures fromKo-Triaxial Compression Tests: OC Soil

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11

Pore Pressure Behavior fromKo-Triaxial Compression Tests: NC Soil

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12

Effective Stress Paths fromKo-Triaxial Compression Tests

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13

Undrained Shear Strengths from Vane Shear Tests DTX Alignment Along Townsend Street

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14

Undrained Shear Strengths from Vane Shear Tests Islais Creek Area Along Davidson Street

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15

Stress History and Undrained Strengths from Vane Shear Islais Creek (Contract C)

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16

Vane Shear Strengths and Excavation Deformations Rankin Pump Station Site – Islais Creek Estuary

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17

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

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18

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

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19

Variations in Undrained Shear Strengths Between Offshore and Onshore Sites

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20

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

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21

Comparison of Field Vane Shear Strength with Geotechnical Report Recommendations

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22

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

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23

Maximum Past Pressures Estimated from Vane Shear Tests: Mission Bay Along Townsend Street

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24

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

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25

Undrained Shear Strenghts from Vane Shear Tests Muni Metro East Side

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26

Estimation of Maximum Past Pressuresfrom Vane Shear Tests: Transbay Terminal Site

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27

Comparison of Undrained Shear Strengths from Vane Shear and UU Tests: Islais Creek Contract C

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28

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

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29

Normalized Undrained Modulus from DSS Tests Normally Consolidated Bay Mud

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30

Variation of Compression Ratio with Moisture Content North Bay Site

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31

Variation of Recompression Ratiowith Moisture Content

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32

Post-Construction Settlements at a Preloaded Site North Bay Site

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33

Asaoka Method for Estimation of Coefficients of Consolidation and End of Primary Consolidation

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34

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

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35

Variation of Ch with Drain Spacing

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36

Variation of Coefficients of Secondary Consolidation with Consolidation Stress

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37

Variation of Coefficient of Secondary Consolidation with Moisture Content

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38

Variation of C with Moisture Content

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39

Long-Term Settlementsat Mission and Howard Streets

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40

Extrapolation of Settlement Data at Mission Street Secondary Compression

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41

Estimation of Coefficients of Secondary Consolidation from Long-Term Settlement Data

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42

Estimation of Coefficients of Secondary Consolidation from Settlement Data

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43

Effects of Surcharge on Secondary Compression (Ladd, 1989)

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44

Reduction of Coefficient of Secondary Consolidation Due to Surcharge (Ladd, 1989)

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45

Typical Results of CPT Tests in Bay Mud

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46

Correlation of Undrained Strengths from CPT and Vane Shear Tests: Hamilton Field Site

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47

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

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48

Moisture Content and Dry Density of the FillMuni 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