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Table of Contents <br />10 <br />INTROOUCTION..................................................................................................................................................1 <br />2.0 <br />SITECONDITONS............... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... <br />.... .... .... .... .... .... .... _1 <br />2.1. <br />Bulkhead Conditions...................................................................................................................................2 <br />2.2. <br />Subsurface Conditions...............................................................................................................................2 <br />2.3. <br />Groundwater Conditions .............................................................................................................................3 <br />3.0 <br />DESIGN CROSS SECTION ............. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... <br />.... .... .... .... .... .... .... _3 <br />0.O <br />EARTHQUAKE ENGINEERING ........... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... <br />.... .... .... .... .... .... .... _3 <br />4.1. <br />ASCE 7-16 Seismic Design Information....................................................................................................3 <br />4.2. <br />Liquefaction Potential.................................................................................................................................4 <br />4.3. <br />Lateral Spreading and Kinematic Loads...........................................................................5 <br />4.3.1. Earthquake -Induced Lateral Ground Deformations......................................................................5 <br />4.3.2. Kinematic Loads and Inertial Lcatls...............................................................................................6 <br />5.0 GROUND <br />5.1. Rigid Inclusions...........................................................................................................................................7 <br />5.2. Rigid Inclusions Design..............................................................................................................................7 <br />5.2.1. Rigid Inclusion Layout.....................................................................................................................7 <br />5.2.2. Post -Improvement Recommendations...........................................................................................8 <br />5.3. Construction Considerations ......................................................................................................................9 <br />6.0 LIMITATIONS.................................................................................................................................................... <br />SO <br />7.0 REFERENCES................................................................................................................................................... <br />10 <br />LIST OF FIGURES <br />Figure 1. Vicinity Map <br />Figure 2. Site Plan <br />Figure 3. Cross Secdon A -A' <br />Figure 4. Liquefaction Depth <br />Figure 5. Liquefaction -Induced Free -Field Ground Settlement <br />Figure 6. Cross Section A -A' Static Condition <br />Figure 7. Cross Section A -A' Post -Earthquake Condition <br />Figure 8. Cross Section A -A' Post -Earthquake Condition (Post -Ground Improvement) <br />Figure 9. Cross Section A -A' Seismic Condition (Post -Ground Improement) <br />APPENDICES <br />Appendix A. Previous Subsurface Investigations <br />Appendix B. Report Limitations and Guidelines for Use <br />GEOENGINEEkS 67 D W20,20211I Nail <br />