Slope Stability Analysis of Mounded Storage Tank under Different Compaction Coefficients

Table 7

Slope angle 60° 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	1.048	1.664	2.325
0.7	<1	<1	1.045	1.65	2.322
0.9	<1	<1	1	1.578	2.251
1.1	<1	<1	<1	1.528	2.191
1.3	<1	<1	<1	1.487	2.139