![]() REFERENCES.19Īppendices Appendix 1 - Ground Model Plans Appendix 2 - Geotechncial Input Parameters Appendix 3 - Analysis Results – TBM Operation Parameters Appendix 4 - Specific Reference Literature Appendix 5 - Drawings with Specific requirements Appendix 6 - Additional Discussions Document No.: DM001-E-ACW-DDR-DR-DCC-339970 Rev : B2ĭCP4 Submission – Replies to Engineer’s Comments incorporated (Transmittal ID: 002405) 15ĬONCLUSIONS.17 General.17 TBM Operation. 13 Calculation Sections.13 Analysis of Face Support Pressures. 12 Approach for Tail Void Grouting Pressure. 10 Design Parameters.10 Factors of Safety. 9 Tunnel Drive 1 – Southern Drive.9 Tunnel Drive 2 – Northern Drive. 7 Assessment of Construction Impact.7 TBM Face Pressure Calculations.7ĪLIGNMENT. SEQUENCING OF SETTLEMENT DESIGN DOCUMENTATION.7 Volume Loss Assessment.7 Analysis of Ground Movements. Ltd.ĭubai Metro Project – Red Line TBM Face Pressure Calculations WS Atkins & Partners Overseas Supported by Geoconsult Asia Singapore Pte. Bored Tunnel TBM Face Pressure Calculations
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