Ant Colony Optimization Analysis on Overall Stability of High Arch Dam Basis of Field Monitoring

Table 3

Field monitored displacement values and numerical results for solving the objective function 𝑇(𝑃).

Monitoring point	EL (m)	Dam monolith	Displacement of case  3 (mm)		Displacement of case  2 (mm)
			Monitoring	Numerical simulation	Monitoring	Numerical simulation
2	2150	Number 6	19.52	17.75	24.33	25.1
3	2114	Number 6	15.64	15.05	17.71	18.6
4	2087	Number 6	7.29	10.75	8.45	12.2
5	2150	Number 11	25.53	23.7	33.42	38
6	2114	Number 11	26.84	24	29.74	32
7	2087	Number 11	22.22	20	22.87	25
8	2059	Number 11	13.65	14	15.30	16
9	2035	Number 11	8.18	7.8	8.74	8.8
10	2150	Number 16	12.91	19.1	14.05	25.8
11	2114	Number 16	12.20	14.2	15.32	17.1
12	2087	Number 16	8.08	8.3	9.05	9.3