Synergism Analysis of Bedding Slope with Piles and Anchor Cable Support under Sine Wave Vehicle Load

Table 3

Eigenvalue analysis results of slope.

Mode of vibration	Frequency		Period
	rad/s	r/s	s
1	25.917812	4.124948	0.242427
2	28.374287	4.515908	0.221439
3	28.891378	4.598206	0.217476
4	29.356005	4.672153	0.214034
5	30.048622	4.782387	0.209101
6	30.790098	4.900396	0.204065
7	31.660923	5.038992	0.198452
8	33.342720	5.306659	0.188442
9	34.083767	5.424600	0.184345
10	34.865822	5.549068	0.180210