Start-Up Mechanism and Dynamic Process of Landslides in the Full High Waste Dump
Autor: | Chun-hui Cao, Zhigang Tao, Ji-li Feng |
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Jazyk: | angličtina |
Rok vydání: | 2020 |
Předmět: |
lcsh:Hydraulic engineering
smoothed particle hydrodynamics Geography Planning and Development 0211 other engineering and technologies 02 engineering and technology Slip (materials science) Aquatic Science 010502 geochemistry & geophysics 01 natural sciences Biochemistry Smoothed-particle hydrodynamics Pore water pressure lcsh:Water supply for domestic and industrial purposes Mining engineering lcsh:TC1-978 Shear strength start-up mechanism dynamic process 021101 geological & geomatics engineering 0105 earth and related environmental sciences Water Science and Technology landslides lcsh:TD201-500 Hydrogeology Computer simulation moothed particle hydrodynamics Landslide Gradation Geology |
Zdroj: | Water Volume 12 Issue 9 Water, Vol 12, Iss 2543, p 2543 (2020) |
ISSN: | 2073-4441 |
DOI: | 10.3390/w12092543 |
Popis: | Landslides often occur in the open-pit mine dump, which is harmful to the safety operation of mines and slopes. In this work, the landslides that occurred in 2014 at Nanfen open-pit mine of China are studied to understand the triggering mechanism and dynamic process of landslides in the full high waste dump. Field investigation, hydrogeological data analysis, satellite map data, and numerical simulation are combined to analyze and evaluate the landslides. The study shows that the continuous and intensive dumping can lead to shear failure under the action of self-weight. The shear strength of loose dump bodies significantly relies on the water content, freeze-thaw cycle, pore pressure, and gradation of the dump soils. These factors result in the occurrence of landslides in the dump slope. The predictions by the smoothed particle hydrodynamics method show that the shape, influence range, and slip distance of landslides are consistent with that of the field investigation. The present study shows that the SPH method is a powerful numerical technique to describe landslides&rsquo problems. |
Databáze: | OpenAIRE |
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