The invention discloses a novel method of tailing dry
pile process. The technical scheme is used for achieving dry
pile field survey, tailing
character analysis, treatment and analysis of field foundations, analysis of ground water transfusion fields, confirmation of dry
pile field parameters and selection of soil
engineering woven bag specification. Tailing pulp is injected in soil
engineering woven bags by using
tailings produced by a dressing
plant, water in the tailing pulp flows out through the soil
engineering woven bags (3), and coarse grain
tailings are left in the bags and finally completely filling the bags. The soil engineering woven bags (3) filled with the
tailings are piled from bottom to top according to staggered
layers, a finally stockpiling tailing dry pile dam body (6) is a prismatoid structure with a narrow upper portion and a wide lower portion, a
discharge and seepage pipeline (4) is arranged in the tailing dry pile dam body, and a slope face earthing protective layer (5) is arranged on the surface of the tailing dry pile dam body (6). The new method of the tailing dry pile process can not only solve the problem caused by the fact that tailing pond terrains for construction is lack nearby a mine, but also reduces long distance
delivery cost of the tailings, guarantees normal production of the mine, and quickens building speed of the mine.