Long-Term Effect Analysis of a High Slope with Tunnel Structure Based on Three-Dimensional Mesh Reconstruction

Table 3

Calculation cases.

Cases		Load intensity	Peak acceleration of seismic wave
Rainfall	1	Reduction of soil parameters	—
	2	Seismic intensity VI	70 gal
	3	Seismic intensity VII	140 gal
Seismic	4	Seismic intensity VIII	350 gal
	5	Seismic intensity IX	700 gal
	6	Seismic intensity > IX	1400 gal