1. The influence of the two-component grout on the behaviour of a segmental lining in tunnelling;Oggeri;Tunn. Undergr. Sp. Technol.,2021
2. Analysis of the behavior of the two-component grout around a tunnel segmental lining on the basis of experimental results and analytical approaches;Oreste;Transp. Geotech.,2021
3. Grouting of the annular gap in shield tunneling – an important factor for minimisation of settlements and production performance;Thewes,2009
4. Simultaneous backfill grouting, pressure development in construction phase and in the long-term;Hashimoto,2005
5. Analysis of the performance of two component back-filling grout in tunnel boring machines operating under face pressure;Pelizza,2010