Sensitivity Study of the Computational Parameters for the Deformation of Homogeneous Earth Dams

Table 3

Single-factor sensitivity analysis scheme for the loess dam shells.

Number			K	n		Kb	m
1	11.9	18.2	280	0.385	0.525	175	0.21	3.5
2	13.6	20.8	320	0.44	0.6	200	0.24	4.0
3	15.3	23.4	360	0.495	0.675	225	0.27	4.5
4	17.0	26.0	400	0.55	0.75	250	0.30	5.0
5	18.7	28.6	440	0.605	0.825	275	0.33	5.5
6	20.4	31.2	480	0.66	0.9	300	0.36	6.0
7	22.1	33.8	520	0.715	0.975	325	0.39	6.5