Is this potentially another Black Harry? Sam
Unlikely. The collapse in that tunnel was a method of collapse which is nowadays well understood - namely a backfilled construction shaft where the backfill was supported by timber, which over time had rotted, placing the entire load of the backfill onto the brick linking beneath the timber, the brick lining not being sufficient to withstand the load. Since that incident, a lot of work took place identifying disused construction shafts and ensuring this risk is included in inspection regimes. (Never say never, though).
Localised brick falls are not uncommon in tunnels, or chalk/rock falls in unlined tunnels. The Higham-Strood tunnels used to be particularly known for this until a few years ago when they were lined. Underlying factors can include local ground conditions, bad quality of materials or workmanship during construction, or water ingress.