Stability Analysis of Downstream Dam Expansion Tailings Pond

Table 7

Calculation results and failure probability of Monte Carlo method and Newmark method.

Condition		Newmark	Monte Carlo method	Failure probability
A	New	2.256	2.3746	0
	Original	1.878	4.5515	0
B	New	2.378	2.5135	0
	Original	2.094	5.1876	0
C	New	1.902	2.078	0
a	New	2.263	2.3746	0
	Original	1.910	3.8172	0
b	New	2.386	2.5135	0
	Original	2.129	5.0243	0
c	New	1.935	2.0853	0