Process for forming piles on mine dumping field
A technology for dumping dumps and piles, which is applied in sheet pile walls, foundation structure engineering, construction, etc., can solve the problems of difficulty in forming large-diameter holes, and achieve the effect of improving bearing capacity
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[0030] A unit builds a belt corridor, and the support foundation of the belt corridor is located on the dump site. The stratum distribution of the dump site is as follows: the newly discharged gravel soil is 8-11 meters, the maximum particle size is 350 mm, and the structure is loose; the slope accumulation soil 1-2 meters, clay containing gravel, the characteristic value of bearing capacity is 180kpa; strongly weathered mixed rock is 2-3 meters, the characteristic value of bearing capacity is 600kpa; the layer of moderately weathered mixed rock is not penetrated, the characteristic value of bearing capacity is 1500kpa; the original ground slope 35 degrees.
[0031] The design adopts eccentric down-the-hole hammer and pipe drill. The casing is a straight seam welded pipe processed by 5 mm thick Q235b steel plate. 2 meters of mixed rock is the standard end hole), the diameter of the drill hole is 159 mm, the pile caps of three equilateral piles, the pile distance is 0.8 meters,...
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