Study on Viscoelastic Deformation Monitoring Index of an RCC Gravity Dam in an Alpine Region Using Orthogonal Test Design

Table 4

The total displacement of dam crest under different cases.

Number	A (m)	B (m)	C (°C)	D	Total displacement (mm)
1	737.50	641.02		0.19	19.68
2	737.50	642.74		0.23	18.60
3	737.50	644.46		0.27	20.00
4	737.50	646.18		0.31	19.29
5	739.50	641.02		0.27	19.34
6	739.50	642.74		0.31	20.48
7	739.50	644.46		0.19	19.87
8	739.50	646.18		0.23	20.64
9	741.50	641.02		0.31	22.09
10	741.50	642.74		0.27	21.30
11	741.50	644.46		0.23	21.72
12	741.50	646.18		0.19	20.56
13	743.50	641.02		0.23	22.05
14	743.50	642.74		0.19	22.73
15	743.50	644.46		0.31	21.49
16	743.50	646.18		0.27	22.55