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

Table 8

Summary of consolidation settlement calculations for Profile 3-3.

Profile 3-3	End of construction	12 Months after the end	24 Months after the end
Filling period of 12 months
Maximum settlement (m)	2.12	2.48	2.64
Maximum horizontal displacement (m)	0.44	0.428	0.420
Maximum superporous pressure (kPa)	196.0	43.4	8.2
Degree of consolidation	0.678	0.876	0.960
Filling period of 18 months
Maximum settlement (m)	2.25	2.58	2.65
Maximum horizontal displacement (m)	0.42	0.408	0.402
Maximum superporous pressure (kPa)	128	34.6	6.1
Degree of consolidation	0.768	0.931	0.978
Filling period of 24 months
Maximum settlement (m)	2.41	2.64	2.68
Maximum horizontal displacement (m)	0.40	0.392	0.391
Maximum superporous pressure (kPa)	79.8	19.8	3.8
Degree of consolidation	0.798	0.912	0.985