Different Deformation Patterns in High Core Wall Rockfill Dams: A Case Study of the Maoergai and Qiaoqi Dams

Table 6

The horizontal displacements of the Maoergai dam during every water cycle and the ratios of the displacement values to the total displacement observed during the three cycles.

	2031 (0.27H1)		2048 (0.40H1)		2078 (0.60H1)		2108 (0.80H1)
	Value (mm)	Ratio (%)	Value (mm)	Ratio (%)	Value (mm)	Ratio (%)	Value (mm)	Ratio (%)
1^st cycle	180–230	53–63	125–200	40–50	70–103	12–16	—	—
2^nd cycle	80–150	28–41	163–190	42–52	445–470	72–77	550–630	—
3^rd cycle	20–30	6–10	30–35	8–11	62–82	10–13	130–140	—