Hazards and Treatment of Collapsible Loess Foundation on Ultrahigh Voltage Transmission Lines

Table 3

Statistical table of simulation results.

Calculation scheme	Rainfall stage	Deformation at the top of the foundation				Deformation at the bottom of the foundation					Inclination rate of the foundation
		Left		Right		Left		Right		Settlement at the midpoint (cm)
		Vertical (cm)	Horizontal (cm)	Vertical (cm)	Horizontal (cm)	Vertical (cm)	Horizontal (cm)	Vertical (cm)	Horizontal (cm)
1	Rainfall (30 hr)	3	6	2	4.5	0.5	0.25	0.5	0.25	0.5	0
	End of rainfall (48 hr)	4	6	3	5	0.8	0.5	0.6	0.5	0.7	0.0003
2	Rainfall (30 hr)	4	1.4	5	0.8	0.8	0.1	0.8	0.1	0.8	0
	End of rainfall (48 hr)	12	8	10	4	2	0.3	2	0.3	2	0
3	Rainfall (30 hr)	3.4	0.2	2	0.8	0.3	0.1	0.3	0.1	0.3	0
	End of rainfall (48 hr)	5	2	4.2	3	0.6	0.5	0.6	0.5	0.6	0
4	Rainfall (30 hr)	10	0.2	11	1	9	1	8	1.2	8.5	0.0015
	End of rainfall (48 hr)	24	5	24	2.5	20	2	18	0.3	19	0.003