In Situ Monitoring and Numerical Experiments on Vertical Deformation Profiles of Large-Scale Underground Caverns in Giant Hydropower Stations

Figure 10

Verification of VDP curve calculation results and in situ monitoring data.

(a) Upstream side wall EL.593 m (left bank of Baihetan)

(b) Downstream side wall EL.605 m (left bank of Baihetan)

(c) Downstream side wall EL.2621 m (right bank of Lianghekou)

(d) Downstream side wall EL.2612 m (right bank of Lianghekou)