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This paper discusses the application of Geotechnical Baseline Reports (GBRs) to microtunneling projects, highlighting the challenges and considerations specific to this method compared to conventional tunneling. It emphasizes the importance of accurately defining geotechnical conditions and risk allocation in GBRs to avoid claims related to differing site conditions. Several case studies illustrate the impact of GBRs on project outcomes, particularly concerning boulders and rock strength.

Author

Félix Rodríguez García

Language

EN