Prediction of Soil Deformation in Tunnelling Using Artificial Neural Networks

Table 3

Training samples for ground settlement prediction [49].

Test number	/kPa	/°	/MPa	/m	/m	/MPa	/%	/MN	/mm·min^−1	/mm	/m
1	11.8	15.2	5.91	9.78	6.34	0.35	1.7	14	20	47.3	4.77
2	28.1	32.8	5.42	13.3	6.40	0.25	1.5	31.65	40	9.6	9.71
3	32.4	10.7	11.17	14.5	6.40	0.25	1.7	31.65	60	22.0	5.37
4	31.1	44.1	40.75	20	6.25	0.30	1.3	33	30	4.3	9.77
5	11.9	13.8	5.22	11.9	6.34	0.40	2.0	14	20	21.2	7.25
6	12.1	13.7	5.21	12	6.34	0.35	1.7	14	30	55.3	7.46