The Influence of Rainfall and Evaporation Wetting-Drying Cycles on the Open-Pit Coal Mine Dumps in Cam Pha, Quang Ninh Region of Vietnam

被引:1
作者
Bang, Van Son [1 ]
Wang, Yi [1 ]
Vu, Trong [2 ]
Zhou, Wei [3 ]
Liu, Xin [1 ]
Ao, Zhongchen [1 ]
Nguyen, Duc [2 ]
Pham, Hien [2 ]
Nguyen, Hoai [2 ]
机构
[1] China Univ Min & Technol, Sch Mines, Xuzhou 221116, Peoples R China
[2] Quang Ninh Univ Ind, Surface Min Dept, Dong Trieu 200000, Vietnam
[3] China Univ Min & Technol, State Key Lab Coal Resources & Safe Min, Xuzhou 221116, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 05期
关键词
open-pit mine; slope stability; dump; long-term wetting-drying cycles; rainfall intensity; HYDRAULIC CONDUCTIVITY; STRENGTH; MODEL; BEHAVIOR; FAILURE; CLAY;
D O I
10.3390/app14051711
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Among the slope hazards caused by rainfall, not all of them occur directly during storm washout, and the wetting-drying cycles' effect on the rainfall-evaporation process is an important cause of shallow slope instability. In this study, taking the slope of the open-pit coal mine dumps in Cam Pha, in the Quang Ninh region of Vietnam, as the research object, we carry out experiments on the physical properties of the rock body under different wetting-drying cycles, as well as numerical analyses. The results show that the wetting-drying cycles significantly affect the physical and mechanical parameters and permeability of the rock body. In the process of the wetting-drying cycle, a transient saturated zone occurs on the surface of the slope, and the range of the unsaturated zone inside the slope body decreases with the increase in the number of wetting-drying cycles. Moreover, the infiltration line keeps moving downward, but the rate of downward movement is slowed down by the decrease in the gradient of matrix suction affected by rainfall. Under the influence of the wetting-drying cycles, the slope displacement, plastic zone, and maximum shear strain increment range gradually approach the slope surface with the wetting-drying cycles, and the displacement peak gradually increases. A dump is a site for the centralized discharge of mining waste, formed by the crushing and stockpiling of the original rock formation. Bang Nau is the name of the dump considered in this study. After multiple rainfall events, the slope stability under five wetting-drying cycles decreases from 1.721 to 1.055, and the landslide mode changes from a whole landslide to a single-step shallow landslide, with a certain landslide risk. It is necessary to strengthen the slope stability as the landslide risk is very high, and it is necessary to strengthen the monitoring and inspection of the slope.
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页数:16
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共 31 条
  • [21] Comparison and quantitative analysis of microstructure parameters between original loess and remoulded loess under different wetting-drying cycles
    Ni, Wan-kui
    Yuan, Kang-ze
    Lu, Xiang-fei
    Yuan, Zhi-hui
    [J]. SCIENTIFIC REPORTS, 2020, 10 (01)
  • [22] Analysis and assessment of slope instability along international mountainous road in North Africa
    Ogila, Waleed Abdelmoghny Metwaly
    [J]. NATURAL HAZARDS, 2021, 106 (03) : 2479 - 2517
  • [23] Structure and porosity of smectitic mudrocks as affected by experimental wetting-drying cycles and freezing-thawing cycles
    Pardini, G
    Guidi, CV
    Pini, R
    Regues, D
    Gallart, F
    [J]. CATENA, 1996, 27 (3-4) : 149 - 165
  • [24] Philip J. R., 1987, Infiltration development and application, P1
  • [25] Effect of Wetting and Drying Cycles on the Behavior of Compacted Expansive Soils
    Rosenbalm, Daniel
    Zapata, Claudia E.
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2017, 29 (01)
  • [26] Cyclic Swell-Shrink Behaviour of a Compacted Expansive Soil
    Tripathy, Snehasis
    Rao, Kanakapura
    [J]. GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2009, 27 (01) : 89 - 103
  • [27] Model for the prediction of shear strength with respect to soil suction
    Vanapalli, SK
    Fredlund, DG
    Pufahl, DE
    Clifton, AW
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1996, 33 (03) : 379 - 392
  • [28] A CLOSED-FORM EQUATION FOR PREDICTING THE HYDRAULIC CONDUCTIVITY OF UNSATURATED SOILS
    VANGENUCHTEN, MT
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1980, 44 (05) : 892 - 898
  • [29] Effects of wetting-drying cycles on soil strength profile of a silty clay in micro-penetrometer tests
    Wang, De-Yin
    Tang, Chao-Sheng
    Cui, Yu-Jun
    Shi, Bin
    Li, Jian
    [J]. ENGINEERING GEOLOGY, 2016, 206 : 60 - 70
  • [30] Deterioration of the Internal Structure of Loess under Dry-Wet Cycles
    Ye, Wanjun
    Bai, Yang
    Cui, Chenyang
    Duan, Xu
    [J]. ADVANCES IN CIVIL ENGINEERING, 2020, 2020