Dynamic Response of Bridge-Landslide Parallel System under Earthquake

Table 1

Bridge-landslide parallel system.

Diagram of the relative position of the bridge and the sliding surface		Deformation diagram	Bridge deformation characteristics	Classic case
Top view	Section view
			The soil mass at the shear outlet slides and deforms seriously; collapse failure of pile foundation	Yousuotun Bridge along the Chenglan HSR [12]
			The slope deformation reduces the horizontal resistance of pile foundation, and the pile foundation has annular transverse cracks and pile foundation collapse	Zaoshugou Bridge (Lanzhou City) [19]
			The shear outlet is severely deformed, and there are obvious vertical and horizontal circular cracks in the pile foundation	Dongla Bridge (Sichuan Province) [13]