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rj <br /> Ground Improvement Design Waterfront Apartments, Port of Everett, WA <br /> TABLE OF CONTENTS <br /> ITEM NO. DESCRIPTION PAGE NO. <br /> 1.0 INTRODUCTION AND NOTICES 1 <br /> 2.0 BASIS OF DESIGN 1 <br /> 2.1 Reference Documents 1 <br /> 2.2 Ground Improvement Design Criteria 2 <br /> 2.3 Geotechnical Conditions 2 <br /> 3.0 DESIGN CALCULATIONS 3 <br /> 3.1 Soil Engineering Properties 3 <br /> 3.2 Liquefaction Lateral Spreading 6 <br /> 3.2.1 Existing Conditions 6 <br /> 3.2.2 Ground Improvement Condition 6 <br /> 3.2.3 CDSM Strength and Area Replacement Ratio 7 <br /> 3.3 CDSM Bearing Capacity 7 <br /> 3.4 Static and Seismic Settlement 8 <br /> 3.5 CDSM Design Summary 8 <br /> 4.0 VERIFICATION AND TESTING 8 <br /> 5.0 REFERENCES 8 <br /> LIST OF TABLES <br /> Table 3-1 Summary of Soil Layers and Data <br /> Table 3-2 Summary of Soil Layers and Properties <br /> LIST OF FIGURES <br /> Figure 3-1 Correlations Used for Friction Angle Estimate <br /> Figure 3-2 Correlations Used for Liquefied Residual Shear Strength Estimates <br /> Figure 3-3 Correlations Used for Constrained Modulus Estimate for FILL 2 ML Layer <br /> LIST OF APPENDICES <br /> Appendix A <br /> A.1 Cone Penetrometer Data and Processing <br /> A.2 Lateral Spreading Analyses <br /> A.3 CDSM Strength and Bearing Capacity Calculations <br /> A.4 CDSM Settlement Analyses <br /> Appendix B Ground Improvement Design Plans <br /> HAYWARD Page Oil <br /> BAKER <br /> A Keller Company <br />