Large-Scale Construction Waste Mountain-Mounding Technology Based on the Project in Meibei Lake Scenic Area

Table 12

Summary of slip stability coefficients for Profile 3-3.

Profile 3-3	Calculated working conditions	End of construction	End of 12 months	End of 24 months
Filling period 12 months; slip resistance stability factor	Sliding to the left	3.13346	3.13532	3.13539
	Sliding to the right	2.18455	2.24773	2.24786
	Left + earthquake	2.28345	2.28486	2.28492
	Right + earthquake	1.72585	1.79245	1.79256
Filling period 18 months; slip resistance stability factor	Sliding to the left	3.13415	3.13535	3.13539
	Sliding to the right	2.26386	2.26834	2.26845
	Left + earthquake	2.28397	2.28489	2.28492
	Right + earthquake	1.80197	1.80216	1.80225
Filling period 24 months; slip resistance stability factor	Sliding to the left	3.13451	3.13537	3.13539
	Sliding to the right	2.31738	2.32357	2.32366
	Left + earthquake	2.28425	2.2849	2.28492
	Right + earthquake	1.83627	1.84516	1.84523