Fig. 2
From: Unified solution of earth pressure at the end of shallow buried shield at different driving angles
Geometric model for stability analysis of sliding soil mass at the end of horizontal shield (β = 0).
Fig. 2 | Scientific Reports
From: Unified solution of earth pressure at the end of shallow buried shield at different driving angles
Geometric model for stability analysis of sliding soil mass at the end of horizontal shield (β = 0).
