The Anti sliding Mechanism of Adjacent Pile-Anchor Structure considering Traffic Load on Slope Top

Table 3

Natural frequency and mode shape of slope dynamic model.

Vibration model	Frequency		Cycle
	rad/s	r/s	s
1	25.966776	4.132740	0.241970
2	27.351845	4.353181	0.229717
3	27.931513	4.445438	0.224950
4	28.654413	4.560492	0.219275
5	29.998140	4.774353	0.209452
6	33.324997	5.303838	0.188543
7	34.089333	5.425486	0.184315
8	35.464867	5.644409	0.177166
9	37.873245	6.027714	0.165900
10	38.598545	6.143149	0.162783