EPB TBM tunneling in mixed face conditions-partially in both rock and soil-is inherently problematic for even the most experienced crews. Over-excavation, excessive damage to cutter tools and regular cutterhead interventions are major challenges when negotiating mixed face geology. This paper will draw from real field experiences, including successful bores in abrasive rock and soil at India's Chennai and Bangalore metro projects, to determine the optimal operational parameters for TBMs in such conditions. It will also address reduction of air losses to facilitate cutterhead interventions under hyperbaric conditions when installation of safe-haven grout blocks is not an option due to surface structures.
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