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

Table 7

The results of the extreme difference analysis of vertical displacement influencing factors.

Factor	(g/cm^3)		K	n	Rf	Kb	m
	2.062	3.139	2.432	2.409	1.924	2.661	2.573	2.129
	2.450	2.166	2.420	2.471	2.185	2.501	2.450	2.183
	2.781	1.987	2.440	2.412	3.183	2.130	2.269	2.980
	0.719	1.152	0.019	0.062	1.259	0.532	0.304	0.851