4.7 Article

Determining trigger factors of soil mass failure in a hollow: A study based in the Sichuan Province, China

期刊

CATENA
卷 216, 期 -, 页码 -

出版社

ELSEVIER
DOI: 10.1016/j.catena.2022.106368

关键词

Hollows; Initial moisture content; Soil mass failure; Clay content; Slope angle

资金

  1. National Key Research and Development Program of China [2018YFC1505202]
  2. Second Tibetan Plateau Scientific Expedition and Research Program (STEP) [2019QZKK0902]
  3. National Natural Science Foundation of China [41861134008]
  4. Key R&D Projects of Sichuan Science and Technology Project [18ZDYF0329]

向作者/读者索取更多资源

This study explored the factors influencing soil mass failure in hollows through experimental methods and found that initial moisture content, slope angle, and clay content have significant effects on soil mass collapse. The study also provides a detailed insight into the processes and factors involved in soil mass failure, which can be utilized to improve monitoring, early warning, and forecasting systems.
Soil mass failure disasters are among the most destructive disasters in mountainous areas worldwide, and they continue to receive significant attention in the literature. However, factors that influence soil mass failure in hollows have not been explored via experimental approaches. In this study, we conducted a series of indoor hollow-flume experiments to exhibit how the three factors, namely, initial moisture content, slope angle, and clay content, influence the collapse of soil mass under surface runoff conditions. Our findings revealed that the major processes causing soil mass failure were internal seepage erosion resulting from subsurface runoff, migration of fine particles, development of tension cracks, increase in pore water pressure, and decrease in cohesion. Fluctuations in pore water pressure were characterized by two main trends: (1) an abrupt rise under static liquefaction and (2) a decrease before failure due to dilatancy. The time required for soil mass failure first decreased and then increased with the increase in moisture content. The soil mass with an initial moisture content of similar to 12.5% was more critical to the failure. In addition, the time required for soil mass failure decreased with increasing slope angle, revealing a slope angle of 40 degrees to be more prone to failure. The buildup of pore water pressure was found to increase with clay content; soil with a clay content of similar to 7.5% required the shortest amount of time to initiate slides. Thus, our results provide a thorough insight into the processes and factors involved in the initiation and development of soil mass failure in hollow areas, which can be used by public agencies to improve monitoring, early warning, and forecasting systems. Notably, our study can help identify risk-prone source areas, and sensors can be installed to monitor potential mass failure locations.

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