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Design of 20m Deep Excavation with Permanent Anchored Secant Bored Pile Wall (SBPW) and Contiguous Bored Pile Wall (CBPW) as Retaining Structure of Cut and Cover Tunnel

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1. Introduction

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1. What is excavation work?

2. Type of Retaining Wall3. The Construction Stage of Retaining System

4. FEM Analysis for Retaining System5. Other Calculations for Retaining System

6. Conclusion

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1. Introduction

2. Climate Change and Tree Failures antecedent3. Numerical Simulations

4. Implementation of midas GTS NX5. Summary and remarks

For a correct modelling of the joints between segments in a TBM tunnel

For a correct modeling of the joints between segments in a TBM tunnel

1. (Part 1) Introduction

2. (Part 1)Joints within the same rings (longitudinal joints)

3. (Part 2) Non-linear analysis

4. (Part 2) Conclusion

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Modeling submerged sheet pile cofferdam using midas GTS NX