Fig. 2 | Scientific Reports

Fig. 2

From: Research on the disintegration characteristics of fissured loess under water–vibration coupling effect

Fig. 2

Geological hazards induced by locomotive vibration, rainfall, and fissure development. (a) Settlement of the roadbed in a certain section along the Shitai Railway; (b) Landslide at the lower slope of Zuitou Village, Baotian section of the Longhai Railway; (c) Landslide in the mountainous section of the Hukun Railway; (d, e) Landslide in the Yonghua section of the Jingguang Railway; (f) Landslide in the Wanyan-Longbizui section of the Jiaoliu Railway; (g) Landslide along the Swiss Railway; (h) Collapse in the Ganluo section of the Chengkun Railway.

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