Contents. List of tables. List of figures. Declaration. Kurzfassung. Acknowledgements
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1 v List of tables List of figures Declaration Abstract Kurzfassung Acknowledgements xi xiii xvii xix xxi xxiii Chapter 1. Introduction Motivation The role of simulation in the analysis and improvement of construction operations Content of the thesis Objectives of research Structure Chapter 2. State of the art Perspective on the evolution of simulation systems Fundamental principles of DES, SD and ABM Discrete-Event Simulation (DES) System Dynamics (SD) modeling Agent Based Modeling (ABM) The application of simulation in construction Application of simulation in tunnelling construction Advantages and disadvantages of the use of process simulation Process simulation software
2 vi Commercial simulation software Choosing simulation software AnyLogic simulation software Chapter 3. Microtunnelling process analysis Definition Fundamental principles of microtunnelling Types of MTBM Choosing the type of MTBM for analysis Microtunnelling with hydraulic spoil removal process analysis Fundamental principle of MTBM with hydraulic spoil removal Construction sequences The resources required in microtunnelling Disturbances in microtunnelling Identification of disturbance causes Disturbance assumptions Duration for jacking processes only Chapter 4. Process description methodology SysML methodology SysML introduction SysML diagrams Block definition diagram Sequence diagram State machine diagram SysML frames SysML model elements SysML relationships SysML model development for MTBM Block definition diagram (bdd) for microtunnelling State machine diagrams (stm) State machine diagrams for Crew State machine diagrams for Crew State machine diagrams for the Operator State machine diagrams for the control container (CC) State machine diagrams for microtunnelling boring machine State machine diagrams for jacking system State machine diagrams for loader
3 vii State machine diagrams for the navigation system State machine diagrams for the separation plant State machine diagrams for pump system State machine diagram for the crane State machine diagrams for the mixer Sequence diagram for microtunnelling Sequence diagram for preparation processes Sequence diagram for jacking processes Summary of tunnel construction with MTBM Chapter 5. Simulation of microtunnelling processes Development MiSAS module Development standard module MiSAS The AOC of Mixer in AnyLogic The AOC of Crew 1 in AnyLogic Enhancement MiSAS module Enhancement MiSAS module to consider disturbances Disturbances during jacking processes Disturbances during preparation processes Enhancement MiSAS module with different soil compositions Introduction MiSAS module The GUI - Input Resource specification The GUI - Input different soil conditions The GUI - Input disturbances The GUI - Definition geometry of the job site The GUI - Static analysis and statistics The GUI - Dynamic analysis and statistics Chapter 6. Microtunnelling reference projects Introduction Project description Scheme details Site 1: BV Recklinghausen V Project description Microtunnelling machine description Ground conditions Duration data collection Jacking processes analysis
4 viii The analysis of disturbances Site 2: BV Recklinghausen V Project description Ground conditions Duration data collection Jacking processes analysis The analysis of disturbances Site 3: BV Recklinghausen V Project description Microtunnelling machine description Ground conditions Duration data collection Jacking processes analysis The analysis of disturbances Chapter 7. Simulation results Validation and verification of the MiSAS module Validation of the MiSAS module BV Recklinghausen V BV Recklinghausen V BV Recklinghausen V Verification of the MiSAS module Animation Simulation with different soil compositions Different soil compositions in BV Recklinghausen V Different soil compositions in BV Recklinghausen V Different soil compositions in BV Recklinghausen V Simulation results with enhanced model considering disturbances Simulation of disturbances in BV Recklinghausen V Simulation of disturbances in BV Recklinghausen V Simulation of disturbances in BV Recklinghausen V Prediction of productivity in microtunnelling Simulation with variation of resources Simulation with variation of resources in BV Recklinghausen V Chapter 8. Summary, Conclusion and Outlook Summary Conclusion Outlook
5 ix Bibliography 118 Appendix A. Excavation time analysis 129 A.1 Site 1: BV Recklinghausen V A.2 Site 2: BV Recklinghausen V A.3 Site 3: BV Recklinghausen V Appendix B. Output Crew Quota (OCQ) 141 Appendix C. Site layout 143 Appendix D. Velocity of the devices and resources 145 Appendix E. Glossary 147 Curriculum Vitae 149
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