Method for discharging tailing sand from bottom of movably settling open pit
A tailings sand and open-pit technology, applied in ground mining, earth drilling, underground mining, etc., can solve problems such as slope instability, loss, and hidden dangers of landslides
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Embodiment 1
[0044] Embodiment 1 A method of discharging tailings sand at the bottom of an open pit for active settlement, comprising the following steps:
[0045] S1. Setting of cap layer 1. For mines that adopt the caving method as the open-pit to underground mining method, at the bottom of the pit in the open-pit mine, the rock cover layer is accumulated, and the settlement center is the lowest point, and it is leveled according to a slope of 13° to 20°, which is used as underground caving mining. The cover layer 1.
[0046] S2. Construction of water filter well 2: With the settlement center as the center, build a water filter well on the upper surface of the cover layer. The water filter well is in the shape of a square with partition walls in the middle. It is the lower solid reinforced concrete wall 3 and the upper non-solid reinforced concrete wall 4; set the length of the water filter well, the height of the lower reinforced concrete wall, the thickness of the glue tailing sand la...
Embodiment 2
[0053] S1. Setting of cap layer 1. For mines that adopt the caving method as the open-pit to underground mining method, at the bottom of the pit in the open-pit mine, the rock cover layer is accumulated, and the settlement center is the lowest point, and it is leveled according to a slope of 13° to 20°, which is used as underground caving mining. The cover layer 1.
[0054] The thickness of the cap rock is determined by the following steps: according to the measured particle size distribution of the cap rock, calculate the critical thickness of the loose layer and the critical thickness of the translation layer when the cap rock is drawn underground; To obtain the correction coefficients of the critical thickness of the loose layer and the critical thickness of the translational layer; collect the rock samples of the target mine, according to the requirements of the similarity simulation test, and make a similar The model conducts ore-drawing tests in the laboratory, and furt...
Embodiment 3
[0074] S1. Setting of cap layer 1. For mines that adopt the caving method as the open-pit to underground mining method, at the bottom of the pit in the open-pit mine, the rock cover layer is accumulated, and the settlement center is the lowest point, and it is leveled according to a slope of 13° to 20°, which is used as underground caving mining. The cover layer 1.
[0075] S2. Construction of filter well 2: centering on the settlement center, build a filter well on the upper surface of the cover layer. The filter well 2 is in the shape of a square with partition walls in the middle, and the four walls and partition walls are poured with reinforced concrete. The reinforced concrete walls of the four walls Divided into the lower solid reinforced concrete wall 3 and the upper non-solid reinforced concrete wall 4; set the length of the water filter well, the height of the lower reinforced concrete wall, the thickness of the glue tailing sand layer and the thickness of the desilti...
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