journal article·2025-05-19Open access

Effects of Coal Mining Subsidence on Loess Slope Morphology and Soil Erosion in the Middle Reaches of the Yellow River

Shijie Song, Ruilin Niu, Shuai Yang, Xing Cheng, Hao Ruan, Baodeng Chen, Yuanhong Li, Lijun Tang

Applied Sciences· Volume 15· Issue 10

Abstract

How to solve the contradiction between coal mining and soil and water conservation is a key scientific issue in the achievement of high-quality development in the middle reaches of the Yellow River. In this paper, the northern Shaanxi mining area in the middle reaches of the Yellow River is taken as the research area, and the surface loess micro-topography is taken as the entry point. The numerical simulation test and soil loss model calculation are used to reveal the different types of loess natural slope morphology (straight slope, concave slope, convex slope, and composite slope) and the natural slopes (5°, 15°, 25°, 35°, 45°). The influence characteristics and laws of the same mining on the surface loess slope morphology in the coal mining subsidence area are analyzed, and the soil erosion effect on the slope scale is analyzed. The results show that: (1) Coal mining subsidence will lead to an increase in the slope of the loess slope, and the smaller the natural slope, the greater the increase in slope. Among them, the influence of coal mining subsidence on the ‘concave loess slope with natural slope of 15°’ is the most significant, and the natural slope of 15° is the key dividing point for the transformation of the sensitive slope shape of the loess slope in the coal mining subsidence area of northern Shaanxi. (2) Coal mining subsidence will lead to the decrease in slope length of a loess natural slope, and the smaller the natural slope, the greater the decrease in slope length. Among them, coal mining subsidence has the most significant impact on the ‘concave loess slope with a natural slope of 25°’. The natural slope of 25° is the key point of the sudden change rate of the slope length of the loess slope in the coal mining subsidence area of northern Shaanxi. (3) Coal mining subsidence will lead to the increase in the soil erosion modulus on the surface loess slope under the scale of ‘annual erosion rainfall’ and ‘typical field erosion rainfall’, and the smaller the natural slope, the greater the increase in the soil erosion modulus. The natural slopes of 15° and 25° are the key points of the abrupt change in soil erosion intensity on the loess slope in the coal mining subsidence area of northern Shaanxi under the scales of ‘annual erosion rainfall’ and ‘typical erosion rainfall’, respectively. Under the scale of annual erosion rainfall, the increment of the 15° slope was 1.65 times, 1.12 times, 1.11 times, and 1.02 times that of the 5°, 25°, 35°, and 45° slopes, respectively. Under the typical erosion rainfall scale, the increment of the 25° slope was 4.22 times, 1.32 times, 1.04 times, and 1.15 times that of the 5°, 15°, 35°, and 45° slopes, respectively. (4) For the loess subsidence slope with any slope shape, the increase in slope gradient is the main factor for the increase in the soil erosion modulus. Under the annual erosion rainfall scale, the contribution of slope increase was 92.9%. Under the typical erosion rainfall scale, the contribution of slope increase was 79.1%. The research results can provide scientific guidance for soil erosion and control in the northern Shaanxi mining area in the middle reaches of the Yellow River Basin.
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Research context

OpenAlex topics: Landslides and related hazards · Soil erosion and sediment transport · Climate change and permafrost

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

College of Geology and Environment, Xi’an University of Science and Technology, Xi’an 710054, China

Research Institute of Coal Green Mining Geology, Xi’an University of Science and Technology, Xi’an 710054, China

Key Laboratory of Geological Guarantee for Coal Green Development of Shaanxi Province, Xi’an 710054, China

Shanxi Satellite Application Technology Center for Natural Resources, Xi’an 710002, China

Ningxia Hui Autonomous Region Land and Resources Investigation and Monitoring Institute, Yinchuan 750002, China

Funding

State Key Laboratory for Safe Mining of Deep Coal Resources and Environment Protection, Huainan Mining (Group) Co., Ltd. · Key Research and Development Program of Xianyang City · Key Research and Development Program of Ningxia Hui Autonomous Region · Shaanxi Province Public Welfare Geological Survey Project

References (69)

Show source-provided references
1. Study on national coal resources exploration and exploitation layout under carbon neutrality and emission peak settings
2. National Bureau of Statistics of China (2025, February 28). 2024 National Economic and Social Development Statistical Bulletin, Available online: https://www.stats.gov.cn/xxgk/sjfb/zxfb2020/202502/t20250228_1958817.html.
3. Development opportunities of the coal industry towards the goal of carbon neutrality
4. Change of coal energy status and green and low-carbon development under the “dual carbon” goal
5. Strategic consideration and core technology about environmental ecological restoration in coal mine areas in the Yellow River basin of China
6. One line and one game of chess boost the high-quality development of the Yellow River Basin
7. Influence of thick sandstone on development of overburden mining fissures in northern Shaanxi coal mining area of Yellow River Basin and suggestions on water-preserved coal mining
8. Effect of coal mining subsidence on loess slope morphology and soil erosion in loess gully region of Northern Shaanxi
9. River Basin Green Quality Development and Its Environmental Law Guarantee—Reflections from the “Yellow River Basin Development Conference”
10. (2025, February 17). Outline of the Yellow River Basin Ecological Protection and High-Quality Development Plan, Available online: http://www.gov.cn/gongbao/content/2021/content_5647346.htm.
11. Analysis and numerical simulation on the influence of the overlying strata’s rock-soil ratio on the mining subsidence
12. Field tests on deformation property of self-weight collapsible loess with large thickness10.1061/(ASCE)GM.1943-5622.0000320 ↗
13. Lian, X., Zhang, Y., Yuan, H., Wang, C., Guo, J., and Liu, J. (2020). Law of movement of discontinuous deformation of strata and ground with a thick loess layer and thin bedrock in long wall mining. Appl. Sci., 10.10.3390/app10082874 ↗
14. Mineral composition vs. soil forming processes in loess soils—A case study from Kraków (Southern Poland)10.1016/j.catena.2014.02.012 ↗
15. Influence of Collapsible Loess Layer on Mining Subsidence in Loess Covered Mining Area
16. Study on permeability and collapsibility characteristics of sandy loess in northern Loess Plateau, China10.1016/j.jhydrol.2021.126883 ↗
17. Characterization of the collapsible mechanisms of Malan loess on the Chinese Loess Plateau and their effects on eroded loess landforms10.1080/10807039.2020.1721265 ↗
18. Review of collapse triggering mechanism of collapsible soils due to wetting10.1016/j.jrmge.2015.12.002 ↗
19. Loessification and hydroconsolidation: There is a connection10.1016/j.catena.2013.07.006 ↗
20. Loess slope deformation and soil erosion effect in coal mining subsidence area of northern Shaanxi
21. Effect of underground coal mining on slope morphology and erosion
22. Routinized Studying Mode on Land Surface Movement and Deformation Law of Mining Subsidence in Coal Mine
23. Numerical Simulation and Verification of Goaf Morphology Evolution and Surface Subsidence in a Mine10.1016/j.engfailanal.2022.106918 ↗
24. Study on Influence of Coal Mining under Ancient Building on Deformation Disturbance of Overlying Accumulation Layer on Slope
25. Impact of rainfall pattern on interrill erosion process10.1002/esp.4140 ↗
26. Studying soil erosion by evaluating changes in physico-chemical properties of soils under different land-use types10.1016/j.jssas.2021.01.005 ↗
27. Effect of vegetation cover on soil erosion in a mountainous watershed10.1016/j.catena.2008.07.010 ↗
28. Impact of soil and water conservation measures on soil erosion rate and sediment yields in a tropical watershed in the Central Highlands of Sri Lanka10.1016/j.apgeog.2016.12.004 ↗
29. Experiment and numerical simulation of overburden and surface damage law in shallow coal seam mining under the gully10.1007/s10064-022-02706-y ↗
30. Influence of mining ground fissures on soil erodibility in Northern Shaanxi coal mining area of Yellow River Basin
31. Analysis of overlying aquifer water inrush above mining seam in Yushen mining area
32. Numerical Modeling of Pot-Hole Subsidence Due to Shallow Underground Coal Mining in Structurally Disturbed Ground10.1007/s40033-017-0148-x ↗
33. Numerical Modeling Study of the Geo-mechanical Response of Strata in Longwall Operations with Particular Reference to Indian Geo-mining Conditions10.1007/s00603-019-02018-w ↗
34. Zheng, B., Song, S., Cheng, X., Niu, R., Cheng, X., Ruan, H., and Li, G. (2023). The influence of coal mining subsidence on the movement and deformation of loess slope in the loess gully area of Northern Shaanxi. Front. Earth Sci., 11.10.3389/feart.2023.1273389 ↗
35. Song, S.J., Zhang, Y.J., Zhang, Y., Du, H.D., and Liu, N. (2020). Influence of Coal Mining Subsidence on Surface Slope Morphology and Its Soil and Water Loss Effect in Typical Coal Mining Areas in the Middle Reaches of the Yellow River, Geological Publishing House.
36. Sampling survey of water erosion in China
37. Liu, B.Y., Zhang, K.L., and Xie, Y. (2022). An empirical soil loss equation. Proceedings of ISCO Pot, Tsinghua Press.
38. The CSLE Model Based Soil Erosion Prediction: Comparisons of Sampling Density and Extrapolation Method at the County Level10.1016/j.catena.2018.02.007 ↗
39. Predicting the Efficiency of a Surface Coal Mine for Competitiveness10.1080/17480930.2015.1135669 ↗
40. Temporal and Spatial Dynamic Analysis of Soil Erosion in Shendong Mining Area
41. Spatial and temporal characteristics of rainfall erosivity in Shaanxi Province
42. Wischmeier, W.H., and Smith, D.D. (1965). Predicting Rainfall-Erosion Losses from Cropland East of the Rocky Mountains: Guide for Selection of Practices for Soil and Water Conservation.
43. Variation of soil erodibility on loess slope under various subsidence years in coal mining subsidence area located in Northern Shaanxi
44. A GIS procedure for automatically calculating the USLE LS factor on topographically complex landscape units10.1080/00224561.1996.12457102 ↗
45. McCool, D.K., Foster, G.R., and Weesies, G.A. (1997). Slope length and steepness factors (LS), Predicting Soil Erosion by Water: A Guide to Conservation Planning with the Revised Universal Soil Loss Equation (RUSLE).
46. Slope gradient effects on soil loss for steep slopes10.13031/2013.28273 ↗
47. Study of applying USLE and geographical information system IDRISI to predict soil erosion in small watershed
48. Wu, F., Zhao, X., and Liu, B. (2000). Analysis of Erosion Environment and Dynamic Mechanism of Gentle Slope Cultivated Land, Shaanxi Science Press.
49. Slope stability and vegetation: Conceptual and numerical investigation of mechanical effects10.1016/j.ecoleng.2015.11.005 ↗
50. A demonstration project for detailed geo-hazard survey in the Baota district, Yan’an
51. The variation law of stability factor of loess slopes with different slopes
52. Controls on the size and geometry of landslides: Insights from discrete element numerical simulations10.1016/j.geomorph.2014.05.021 ↗
53. The effects of slope length and slope gradient on the size distributions of loess slides: Field observations and simulations10.1016/j.geomorph.2017.10.020 ↗
54. Analysis of terrain change characteristics and disaster causing points under mining disturbance in western mountainous area
55. Effect of mining subsidence on soil erosion in mountainous area of the Loess Plateau
56. Influence of topographic and geomorphic conditions on the dynamic response of slope acceleration
57. Huang, Z.W. (2017). Stability Analysis of Concave and Convex Slopes Under Earthquake Action. [Master’s Thesis, Chongqing University].
58. Evaluating the effect of slope curvature on slope stability by a numerical analysis10.1080/08120099.2013.762942 ↗
59. Identification of topographic settings conducive to landsliding from DEM in Nelson County, Virginia, USA10.1002/esp.3290180702 ↗
60. Characteristic analysis of soil and water loss in typical small watersheds of the Middle Yellow River based on RUSLE model
61. Assessing the influence of physical factors on spatial soil erosion risk in northern Jordan
62. Erosion process and spatial distribution characteristics of erosion-deposition on the loess slope
63. Model construction and verification of vegetation cover and management factor in southern red soil region of China
64. Analysis of the influencing factors of soil erosion in Qilong Bay
65. Erosion process of loess slope and influencing factors in the loess hilly-gully region, China
66. Benefits of runoff and sediment reductions of different soil and water conservation measures in Mentougou area of Beijing City
67. A review of the design and operation of runoff and soil loss plots10.1016/j.catena.2016.06.013 ↗
68. Influence of slope length on soil erosion in yellow sloping farmland of karst
69. Assessment of soil erosion in rolling hilly region of Northeast China using Chinese Soil Loss Equation (CSLE) model