A Novel Method of Self-Healing Concrete to Improve Durability and Extend the Service Life of Civil Infrastructure

Table 2

Proportional parameter values corresponding to target optimization results.

No.	x1	x2	x3	x4	x5	x6	x7	x8	x9	x10	F	θ
1	0.375	38.23	373	59.18	770.31	4.92	1144.32	3.53	27.09	0.66	88.03	2.36
2	0.375	38.23	366	59.63	775.93	4.92	1137.65	3.58	27.09	0.65	88.35	2.37
3	0.371	38.07	364	62.72	786.03	5.10	1137.65	3.58	27.06	0.66	89.18	2.42
…	…	…	…	…	…	…	…	…	…	…	…	…
21	0.367	37.55	359	65.77	772.32	5.05	1108.94	3.69	26.97	0.61	93.88	3.10
22	0.365	37.32	357	65.69	772.25	5.03	1109.18	3.69	26.95	0. 62	94.09	3.15
…	…	…	…	…	…	…	…	…	…	…	…	…
36	0.368	37.19	348	66.02	799.45	5.11	1101.25	3.65	26.95	0.67	95.82	4.15
37	0.370	37.19	345	65.38	808.21	4.89	1093.57	3.68	26.99	0.65	96.31	4.19
38	0.370	37.11	345	65.12	810.36	4.89	1093.57	3.68	27.01	0.66	96.59	4.28