Effect of initial water content on soil failure mechanism of loess mudflow disasters

The frequency of mudflow disasters induced by rainfall in the Loess Plateau is increasing with the occurrence of global warming. The initial water content is one of the basic properties of soil, which affects the initiation of loess mudflow. In this work, the field study of the debris flow gullies in Yan’an City, Shaanxi Province, China, was conducted, and the main factors that induce gully loess mudflow were summarized. Based on the investigation results, a flume model was designed to carry out flume tests with different initial soil water contents. The experimental results demonstrate the following. (1) Different initial soil water contents lead to different soil failure models. The damage of soil by water flow when the soil water content is in the range of 0−5% is mainly gully erosion; that within the range of 10−15% is mainly rill surface erosion; that within the range of 20−25% is mainly dam breach failure. (2) When the water content of loess is equal to or less than 5% or equal to or greater than 20%, soil can promote the formation of loess mudflow, and the destruction of soil is more likely to cause mudflow disasters. In contrast, when the water content is within 10−15%, loess mudflow is not easily produced. The research results of the initial water content provide not only theoretical support for the study of loess mudflow disasters, but also a reference for the prevention and control of loess mudflow disasters in the Loess Plateau.

[1]  Wanzhong Xu,et al.  Study on Mechanism and Verification of Columnar Penetration Grouting of Time-Varying Newtonian Fluids , 2023, Processes.

[2]  Jie Zhang,et al.  Discussion on the Relationship between Debris Flow Provenance Particle Characteristics, Gully Slope, and Debris Flow Types along the Karakoram Highway , 2023, Sustainability.

[3]  Zhengquan Liu,et al.  Research Hotspots and Frontiers of Mountain Flood Disaster: Bibliometric and Visual Analysis , 2023, Water.

[4]  Xianfu Bai,et al.  Characteristics, Dynamic Analyses and Hazard Assessment of Debris Flows in Niumiangou Valley of Wenchuan County , 2023, Applied Sciences.

[5]  S. G. Meshram,et al.  Flood prioritization based on fuzzy best worse multi-criteria decision-making method , 2022, Arabian Journal of Geosciences.

[6]  H. Lan,et al.  A rapid loess mudflow triggered by the check dam failure in a bulldoze mountain area, Lanzhou, China , 2019, Landslides.

[7]  Qiang Xu,et al.  Sensitivity of the initiation of debris flow to initial soil moisture , 2015, Landslides.

[8]  T. Asch,et al.  An instrumented flume to investigate the initiation mechanism of the post-earthquake huge debris flow in the southwest of China , 2015, Bulletin of Engineering Geology and the Environment.

[9]  Yiqun Tang,et al.  Experimental study on gully-shaped mud flow in the loess area , 2015, Environmental Earth Sciences.

[10]  Qiang Xu,et al.  Flume tests to study the initiation of huge debris flows after the Wenchuan earthquake in S-W China , 2014 .

[11]  D. Brien,et al.  Acute sensitivity of landslide rates to initial soil porosity. , 2000, Science.

[12]  Xi Pen Comment on the Progress in,Problems and Countermeasure on Mudflow Induced by Rainfall , 2015 .

[13]  Jia Wen-xion Spatial and Temporal Change of Precipitation Extremes in Qilian Mountains and Hexi Corridor in Recent Fifty Years , 2014 .

[14]  Shi Jusong Integrated Landslide Mitigation Strategies Study for Global Change in China , 2012 .

[15]  Zhang Jiao INFLUENCE OF INITIAL WATER CONTENT ON SANDY DEBRIS FLOW STARTING PROCESS , 2012 .

[16]  F. Dai,et al.  Topographic features and initiation of earth flows on Heifangtai loess plateau , 2011 .

[17]  Hu Lizhong,et al.  Clay Illuviation in a Holocene Palaeosol -Sequence in theChinese Loess Plateau , 2008 .

[18]  J. Xing Discussion on the dynamic features and dynamic mechanism of storm debris flow in loess area , 2002 .