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JTE20170217 by Sinagol is a document available to read on EtoBox.

This study investigates the ground response during the construction of shallow pipe-jacked tunnels in sandy soil using laboratory tests. The results highlight that factors such as existing pipes, overburden soil thickness, and grouting slurry significantly affect ground displacement and jacking forces. Recommendations are made for optimal slurry ratios and jacking parameters to minimize soil fracturing and grouting overflow risks.

Author

Sinagol

Language

EN