Do you have a reference for that? My understanding was that over the long term the goal was to develop cost savings through better boring machines themselves, not through just by reducing the cross-sectional area of the tunnel.
I thought they were starting with smaller cross-sectional areas and working their way up as they developed machines, but by understanding of the end-goal of The Boring Company was to be able to build large tunnels at 1/10th the cost of current processes.
In hard rock you can use drilling and blasting across long sections rather than just the leading edge. Alternatively, a TBM needs to remove significantly less material.
And if I start to think about the practical problems, like breaking up part of the tunnel before widening it, it quickly seems like building a new one might be more efficient.
Here the are filling the tunnel and using a TBM. https://www.newcivilengineer.com/farnworth-tunnel-widening/1...
Widening an existing tunnel without interrupting traffic is still possible like: https://www.rocksoil.com/pdf/233_r.pdf. Though with increased costs.
However, this changes for under sea tunnels which are segments placed down and thus can’t really be widened.
That and the cost vs benefit is not considered worth it.