A Modified Newmark Methodology for Permanent Deformation Analysis of Rock-Fill Dams

Table 5

Parameters of static and cyclic shear strength.

Materials	(kPa)	(°)	N (times)	(kPa)		(kPa)
Shell material	5	36	12	0	0.253	115.6	1.621
			20	8.05	0.193	107.8	1.25
Core material	86.6	23.7	12	83.67	0.333	92.9	0.417
			20	83.01	0.320	91.6	0.41