Fig. 13.
Comparison of computed normalised vertical effective stress and pore pressure 0·5 m below the excavation base of a case in scenario 6 (highlighted in Fig. 12) to field monitoring data presented in Tornborg et al. (2024)
Comparison of computed normalised vertical effective stress and pore pressure 0·5 m below the excavation base of a case in scenario 6 (highlighted in Fig. 12) to field monitoring data presented in Tornborg et al. (2024)