Seismic Behavior of Qinghai-Tibetan Railway Embankment in Permafrost Regions: A Case Study

Table 2

Adjusted amplitudes and the amplification coefficients of the input seismic load.

Adjusted amplitude	0.15 g	0.2 g	0.25 g	0.3 g	0.348 g	0.4 g
Amplification coefficients	0.43	0.57	0.72	0.86	1.0	1.15
Seismic intensity	VII	VIII	VIII	VIII	VIII	IX