FIELD: mining industry, construction of tailing dumps for storage of waste of enrichment plants. SUBSTANCE: technical result of invention lies in formation of single-stage dike which embankment despite inhomogeneity of ground material presents integral structure together with base and excludes risk of emergence of hydrodynamic accidents when tailing dump is filled up with waste to calculated level. Proposed single-stage dike of tailing dump includes embankment made of horizontal layers of ground material of trapezoidal cross-section limited by crest on top, by base ground on bottom and by inclined planes of upper and lower slopes on sides and forming jointly with base ground man-made storage with capacity for keeping waste of enrichment plants transported in the form of pulp. Horizontal layers are laid in embankment with compaction up to filtration coefficient equal to or less than 1•10-3 m/day. Resistance to displacement of embankment along base ground under action of hydrostatic and hydrodynamic forces created by head of waste stored to level of open surface of pond-settling basin amounts to tgϕ0Scsa•γg.m≥(h
Title | Year | Author | Number |
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METHOD OF JOINT CONSTRUCTION AND RESTORATION OF TAILING DUMPS | 2006 |
|
RU2335631C2 |
METHOD OF TAILING DUMP FORMATION | 2000 |
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TECHNIQUE ENLARGING CAPACITY OF SETTLING BASIN OF TAILING DUMP | 2000 |
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TWO-STAGE JOIST-RAVINE DISPOSAL AREA OF INDUSTRIAL ENTERPRISES GRAINY WASTE | 2006 |
|
RU2338029C2 |
STORAGE FOR TAILS | 0 |
|
SU1147819A1 |
0 |
|
SU1565945A1 | |
WASHED-UP HYDRAULIC STRUCTURE | 1991 |
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RU2039151C1 |
TAILINGS DUMP FENCING EMBANKMENT | 1992 |
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METHOD FOR ERECTION OF HYDRAULIC FILL DAM ON WATER-PERMEABLE FOUNDATION | 2008 |
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SU1451211A1 |
Authors
Dates
2003-02-10—Published
2001-01-30—Filed