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

Table 1

Parameters of total shear strength.

Soil	r (g/cm^3)		(kPa)	(kPa)	(kPa)	(kPa)	(kPa)
									Shell	2.33	1.5	1000	1250	250	196	1095	0.18	0.463	454	649
2000	2500	500	392	2189	0.18	0.363	711	1103
3000	3750	750	588	3284	0.18	0.319	937	1525
2.5	1000	1750	750	588	1284	0.46	0.337	462			1050
	2000	3500	1500	1176	2568	0.46	0.216	592			1768
	3000	5250	2250	1763	3852	0.46	0.156	642			2405