Slope Stability Analysis of Mounded Storage Tank under Different Compaction Coefficients

Table 5

Slope angle 30° 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	1.074	1.247	1.724	2.323	3.174
0.7	1.064	1.221	1.702	2.303	3.126
0.9	1.053	1.229	1.695	2.268	3.074
1.1	1.09	1.246	1.705	2.272	3.071
1.3	1.081	1.242	1.694	2.256	3.024