AKSUM UNIVERSITY SHIRE
CAMPUS
SCHOOL OF MINES
DEPARTMENT OF MINING ENGINEERING
MINE DESIGN ONE
Compiled By:- Kibrom A.
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Chapter FIVE
Waste dump design
• A waste dump is an area in which a surface Mining operation can
dispose of low grade and/or barren material that has to be removed
from the pit to expose higher grade material.
• In some instances, material has to be removed for other indirect
reasons, such as pit wall stabilization and for haul road
construction.
• Mining waste can be defined as a part of the materials that result
from exploration, mining and processing of substance governed by
legislation on mines and quarries. Mining operation also produce
diverse kind of potentially hazardous waste.
• Mining Waste: Mining operation brings out all sorts of unwanted
materials, which is known as mining waste.
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• The first step in designing a dump is the selection of a site or sites
that will be suitable to handle the volume of waste rock to be
removed during the mine's life. Site selection will depend on a
number of factors, the most important of which are:
1) Pit location and size through time.
2) Topography.
3) Waste rock volumes by time and source.
4) Property boundaries.
5) Existing drainage routes.
6) Reclamation requirements.
7) Foundation conditions.
8) Material handling equipment.
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• All of these parameters will be considered during the site selection process.
Once a site or number of alternative locations have been selected, the
designing of the dumps can commence, using the same points utilized in
defining the best potential dump locations.
• The objective of dump planning is to design a series of waste disposal
phases that will minimize the horizontal and vertical distances between the
source and the disposal area. Since material handling costs are usually the
largest single component of the mining cost, well designed dumps play a
very important and critical role, affecting the expense of the total operation.
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• Two of the most important parameters affecting dump design have
been set before any design effort commences:
1) The pit location and size through time and
2) The waste production schedule and source location.
• These two parameters define where the dumps can start, how fast
they will advance, and the ultimate volume that the disposal area
must contain.
• The location Where dumping can commence may not necessarily
be outside of the pit limits. In some instances, internal dumping
May be the most economical and practical method of establishing
haul roads to the disposal area or to later pit phases.
• Also, as an alternative, it may be wiser to dump short and re handle
the material in the future if the economic benefits of this can be
demonstrated.
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• This can affect the pit design in the sense that later phases adjacent
to the dumps could have higher ratios than the original design.
Therefore, these areas should be examined in more detail and the
haulage cost savings gained by dumping short compared to the
potential ore reserve loss.
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S TA B I L I T Y O F M I N E WA S T E D U M P S
The overall stability of mine waste dumps is dependent on a
number of factors such as:
1) Topography of the dump site.
2) Method of construction.
3) Geotechnical parameters of the mine waste.
4) Geotechnical parameters of the foundation materials.
5) External forces acting on the dump.
6) Rate of advance of the dump face.
• All of these factors combine in various ways during the life of a
mine waste dump to aid in the stability of the dump or to contribute
to its instability.
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• The choice of dump sites and their topography usually is limited to
within an economic distance from the mine and, since rearranging of
site topography is rare, the topography usually becomes a fixed
condition.
• Mine waste dumps are usually constructed by one of two common
methods: in lifts or layers or by end-dumping.
• End dumping is a controlled failure process where the waste
material is deposited forming a slope at or close to its angle of
repose and the factor of safety is accordingly close to one. Since the
front face is always advancing during the life of the dump, the
slopes are not stabilized by flattening with conventional
earthmoving equipment until closure of the dump.
• The mine waste dumps constructed using an end-dumping technique
are sometimes referred to as "built from the top,"
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• whereas, layered dumps are said to be constructed "from the
bottom up."
• Layered dumps can be controlled, which adds significantly to their
overall stability; however, they require a relatively gently sloping
topography and usually entail a longer haul distance in the early
years of the mine.
• Layered dumps are preferred where weak foundation conditions
exist, since the load application can be controlled to allow for
strength gains by consolidation and pore pressure dissipation.
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• The geotechnical properties of the mine waste and the foundation
material are major factors in determining the overall stability of a
mine waste dump.
• Such characteristics as strength, friction angle or cohesion, and
gradation are parameters determining the type of analyses that
would be selected to solve or define the stability condition. Each
mine waste dump site presents a unique set of problems and would
have to be analyzed as a separate and distinct case; however, certain
general conclusions may be drawn based on some simplifying
assumptions.
• For instance, coarse frictional material on a competent foundation
with a slope angle less than or equal to the material's angle of
repose may be dumped to practically unlimited heights and would
represent the safe side of the problem.
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• External forces, such as water and earthquakes, often play a
decisive role in the stability of a mine waste dump and, therefore,
should be carefully considered in the analysis. Of the two,
earthquake or seismic forces are a relatively straightforward factor
that can be readily accommodated in most stability analyses by
determining the location of the mine waste dump in relation to
seismic zones and inputting the proper seismic coefficient into the
analyses as an additional horizontal force.
• Topography has a direct influence on dump stability in different
ways. Mine dump instability on steep terrain may be due to the
difficulty in achieving adequate dump density and therefore the
maximum shear strength of the material Other problems include
slope regions with increasing slope angles in the vicinity of the toe
or side flanks.
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The dumping method of material can be used to classify
dumps into five basic types:
• End dumping-dumping rock over dump face resulting in some
particle size segregation down slope towards the toe of the rock
pile, with particle size generally increasing
• Push dumping - dumping from trucks, followed by leveling and
pushing by tractors and shovels resulting in particle size
segregation: finer at the top and coarser at the toe of the dump slope
• Free dumping or plug dumping - dumping in small piles on the
surface of the rock pile, grading the material, and compacting in
layers or lifts resulting in dense layers with no real particle size
segregation
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• Dragline spoiling-deposited on the surface without construction of
lifts and minimal compaction resulting in dense layers with no real
particle size segregation because of relatively low overall height of
the spoil piles, typically used in coal mining
• Mixing of waste rock with tailings.
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WASTE DUMPS CLASSIFICATION
Waste dumps are broadly classified in to two, those are
1. water-impounding and
2. Non impounding.
• If the dump is situated across natural drainage so as to allow
continuous or intermittent accumulation of water or saturated waste
behind the structure, it is classified as impounding. If water cannot
accumulate, it is classified as non impounding.
• In addition to impounding and non impounding status and durable
vs. nondurable material, waste dumps can also be classified
according to configuration. composition, and environmental
sensitivity.
Classification of waste dump according Configuration
• Natural topography provides several options for siting dumps. The
dumps may be placed on relatively level ground.
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In valleys, on side hills, or along ridge tops. The location provides a
corresponding adjective that is helpful in creating a mental picture
of the structure.
Heaped: A heaped or fan dump is constructed on relatively flat
terrain. The final elevation of the crest of the dump may be
achieved by compacting successive layers of fill with
interconnecting ramps established between the original ground
elevation and the current lift.
• Alternatively. the structure can be completed by extending the top
of a ramp laterally in a single lift. If the lift is long relative to its
width, it is referred to as a finger dump.
• Valley Fill: Waste may be placed in a valley by continuous
dumping on the downstream face from the planned final elevation.
Valley fills may also be constructed from the bottom up using
compacted lifts.
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Side-Hill Fill: A very common practice in non coal surface mines
is to construct dumps over existing slopes. Construction is normally
accomplished by allowing the material to free flow down the slope
from a predetermined crest elevation.
Ridge Fills: Embankments of this type are placed at a ridge crest
so that material is deposited on both sides of the divide. Ridge fills
may be thought of as back-to back side-hill fills.
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Classification of waste dump according Composition
• Taylor and Greenwood (1985) identify four categories that can be
used to identify the potential impact of mine wastes on biological
systems and the environment in general. The categories are
(1) nonhazardous/hazardous,
(2) inert/reactive,
(3) fugitive dust susceptible, and
(4) leachate susceptible
1. Nonhazardous/Hazardous: substantial potential threat to human
health or the environment as hazardous. Few, if any, overburden
materials fit this classification unless they contain radioactive
substances, soluble toxic compounds, or have been treated with
chemicals such as cyanide or similar reagents.
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2. Inert/Reactive: An inert material exhibits no chemical reactivity
under normal environmental conditions. A reactive material, on the
other hand, can undergo chemical change at normal temperature,
moisture, and oxygen levels.
• Waste containing iron pyrite would be a good example of a reactive
material.
3. Fugitive Dust Susceptible: This category is applied most
frequently to mill tailings but can describe overburden waste that
contains a high percentage of dust size particles. Such windborne
material can restrict visibility and occasionally present a health
hazard for individuals working in the immediate area.
4. Leachate Susceptible: Susceptibility to leachate action is closely
related to processes involved in the inert/reactive category.
Leachate susceptibility, however, may not involve chemical
reactions..
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• Substances may simply be soluble in aqueous solutions. The term
leachate susceptible also implies a degree of permeability for the
waste material.
• Not only must soluble materials be present, but the fill must allow
infiltration and migration of solutions before adverse environmental
consequences occur
Classification of waste dump according Environmental
Sensitivity
• The impact of a mine waste dump is directly proportional to the
sensitivity of the environment in which the structure is located.
• The scale of sensitivity is based on hydrologic, climatic, ecological,
or social/political consequences.
• A dump located above a flood plain could impact water users
downstream to a greater extent than a dump at a lower elevation.
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• A dump located in the vicinity of abundant wildlife and vegetation
would certainly have a higher environmental sensitivity than a
similar structure located in a barren area. And finally, a dump
located near communities or industrial facilities would have a
higher sensitivity classification than one located in a remote area.
• Dump area should be
*100m from mine boundary
* 50 m from internal access
* 80-100 m. from mine infrastructure
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WASTE GENERATED BY THE DIFFERENT MINING STEPS
• Each of the ore mining and processing steps can generate mining
waste. This waste generally has different physical and chemical
properties. The chemical composition of the waste varies
considerably according to the substance mined and nature of
geological formation containing deposit.
• The main types of mining waste in addition to top soil and
overburden can be classified as:-
Waste rock
Tailings
Temporary stock piles
Slags
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Dump design considerations
• A mine dump can be defined as a massive structure formed by
placing large amounts of material in lifts of a restricted vertical
expansion that laid one on top of each other and form a stable slope
at the angle of repose.
• A dump so formed, however, needs a horizontal base at first, which
is built by push dumping material from a certain elevation and
leveling off the required footprint area.
• Generally, this first phase of the dump construction takes the
irregular shape of the topography where is placed. Subsequent lift
height is constant, though is restricted to prevent shear stresses on
the foundation and is a factor to control consolidations and
permeability variations.
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• The total height of the dump is also restricted by formation
mechanism . As in most of the large open pit operations, haulage is
performed by heavy trucks, the access to the successive dump lifts
is achieved by establishing ramps of a suitable width, super
elevation and gradient in order to minimize travel distance and
therefore to reduce haulage costs.
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In dump designing, costs may be
governed by any or all of the following factors:
Geometry: Usually designed to handle a total capacity throughout
the life-of-mine. Over dimensioning can cause underutilization of
valuable areas. Under dimensioning can result in the increase of the
total haulage distances.
Operating costs: Costs resulting from fuel, energy, maintenance
and labor of the haul trucks.
Haulage distances: Minimizing the total haulage distance while
meeting the required capacity by strategic placing of the ramps,
exits, entrances and dumping sequence.
Stability control: It will define the angle of repose and the nature of
the underlying material
Maintaining the stability of the dump may require relocation of
weathered rock or material blending, especially if water is present.
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