Slope Stability Analysis of Mounded Storage Tank under Different Compaction Coefficients

Table 6

Slope angle 45° stability coefficient.

Overburden thickness (m)	Slope stability coefficient (K)
	0.75; Compaction	0.80; Compaction	0.85; Compaction	0.90; Compaction	0.95; Compaction
0.5	<1	<1	1.231	1.772	2.513
0.7	<1	<1	1.213	1.758	2.501
0.9	<1	<1	1.194	1.724	2.455
1.1	<1	<1	1.198	1.721	2.445
1.3	<1	<1	1.188	1.692	2.399