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TBM Tunneling Effects on Deep Foundations by bhuvaneshwari subramanian is a document available to read on EtoBox.
This study investigates the effects of tunneling using a Tunnel Boring Machine (TBM) on deep foundations in sandy soil, focusing on surface settlements and pile responses during construction. Numerical modeling with PLAXIS 3D was employed to analyze the impact of TBM movement on nearby pile foundations, validating the model against a case study from China. The findings suggest that TBM parameters such as face pressure, grout pressure, and contraction significantly influence surface settlements and the behav
- Author
- bhuvaneshwari subramanian
- Language
- EN