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Mechanism of a catastrophic landslide occurred on May 12, 2019, Qinghai Province, China

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Abstract

On May 12, 2019, a landslide occurred near a construction site of a reservoir dam along the left bank of the Wulong River, Qinghai Province, China. Video footage showed that the entire failure process of the landslide lasted for 15 min. Although an excavator that parked on the foundation pit was buried and the Wulong River was blocked, this landslide did not cause any casualties. Based on field investigations, 3D laser scanning, unmanned aerial vehicle observations, and borehole surveys, this study aims to reveal the cause and initiation mechanisms of the landslide. The landslide developed on a typical dip slope with thick-bedded conglomerates intercalated with a few mudstone layers. The slide mass mainly consisted of conglomerates with a dip angle varying from 20 to 40°, failing along bedding plane contacts with the underlying muddy intercalation. Numerous tension cracks had developed in the upper part of the slope due to stress relaxation during the process of bank slope evolution associated with rapid river incision. These cracks damaged the integrity of the rock mass and promoted rapid rainfall infiltration. The water infiltrated into the slope and deteriorated the mechanical properties of the rock mass, which resulted in long-term deterioration of the slope stability conditions. In addition, the temperature of Tongren County was below zero for 5 months in a year, hence the freeze–thaw cycle of the water filled in the cracks would have reduced the shear strength further. There were 10 days of continuous rainfall before the landslide occurred, and the cumulative precipitation in 2018 and 2019 was also significantly more than that of previous years. Three primary factors are involved in the landslide event: (1) thick-bedded conglomerates intercalated with a few mudstone layers with contrasts in strength, (2) development of numerous relaxation cracks, and (3) long-term rainfall accumulation.

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Acknowledgments

The authors thank the Qinghai Water Resources and Hydroelectric Investigation & Design Institute for very useful photos, and Chief Engineer Guanghong Ju, Engineer Weiqiang Yang, Qiufeng Feng for exploration work. We also thank Dr. Xin Wang for editing the English of the manuscript and thank the Editor and the reviewer for their comments which greatly improved the quality of the manuscript.

Funding

This study has been supported by the National Natural Science Foundation of China (41907246).

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Authors and Affiliations

  1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, 610059, China

    Min Xia, Guang Ming Ren & Xi Li Yang

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  1. Min Xia
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  2. Guang Ming Ren
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  3. Xi Li Yang
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Correspondence to Guang Ming Ren.

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Xia, M., Ren, G.M. & Yang, X.L. Mechanism of a catastrophic landslide occurred on May 12, 2019, Qinghai Province, China. Landslides 18, 707–720 (2021). https://doi.org/10.1007/s10346-020-01559-4

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  • DOI: https://doi.org/10.1007/s10346-020-01559-4

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