An EVP Double-Yield Nonstationary Flow Surface Model for Soft Clay

Table 5

The parameters for silted soil in front dam.

Confining pressure	M1	M2	a	l	k	n	h	dv	E (MPa)	KG	(kPa)
200	1.28	1.21	0.3	113	1.45	0.49	1.57	0.58	37.9	60	42	0.3	3.6	2.68	1.57
300	1.33	1.33	0.3	124	1.23	0.53	1.48	0.31	30.72	53.2	45.3	0.3	2.7	2.53	1.32