Research Article
The Use of Shape Accel Array for Deformation Monitoring and Parameter Inversion of a 300 m Ultrahigh Rockfill Dam
Figure 3
Photographs of embedding the SAA at the construction site. (a) Transport the packaged SAA to the construction site. (b) On-site SAA inspection. (c) Apply butter to the SAA and place it in the PE pipe. (d) Burying the SAA in the trench. (e) Solar power generation system. (f) Connection between generation system and SAA.