Finite element modeling of slope wall stabilizer by nail and anchors

Analysis of a Deep Excavation in Diaphragm Walls, on Surrounding Buildings

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

🖱️ Jump to the contents
1. Introduction

🖱️ Jump to the contents
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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