Table 7.

Stability analyses of the blocks of the dam with the sliding coefficients.

		ΣFo	ΣFv	SS	SSblock
		[kN]	[kN]
Block 4	From cross section S1 to section S2	3817.40	6403.78	0.60	0.87
From cross section S2 to section S3 (joint)	13,692.15	13,663.66	1.00
Block 3	From cross section S3 (joint) to section S4	16,845.37	13,875.63	1.21	1.18
From cross section S4 to section S5 (joint)	11,842.08	10,442.20	1.13
Block 2	From cross section S5 (joint) to section S6	17,102.37	13,934.99	1.23	1.23
From cross section S6 to section (joint) S7	10,359.39	8346.63	1.24
Block 1	From cross section S7(joint) to section S8	19,118.15	17,889.22	1.07	1.01
From cross section S8 to section S9	5023.98	6014.68	0.84