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Rock fragmentation, which is the fragment size distribution of blasted rock, is one of the most important indices for estimating the effectiveness of blast work. In this paper a new form of the Kuz—Ram model is proposed in which a prefactor of 0.073 is included in the formula for prediction of X50. This new equation has a correlation coefficient that is greater than 0.98. In addition, a new approach is proposed to calculate the Uniformity Index, n. A Blastability Index (BI) is used to correct the calculation of the Uniformity Index of Cunningham, where BI reflects the uniformity of the distribution. Interestingly, this correction also can be observed in the Kuznetsov—Cunningham—Ouchterlony (KCO) model, which uses In situ block size as a parameter for calculating the curve-undulation in the Swebrec function. However, it is in contrast to prediction of X50 as the central parameter in Swebrec and Rosin–Rammler distribution functions. The new model is a two parameter fragmentation size distribution that can be easily determined in the field. However, it does not consider the timing effect, or upper limit for sizes, as does the original Kuz—Ram model. The model is used at the Sungun Mine, and it does a good job of predicting the fines produced during blasting.
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Modified KuzRam fragmentation model and its use
at the Sungun Copper Mine
S. Gheibie
a
, H. Aghababaei
a,
, S.H. Hoseinie
b
, Y. Pourrahimian
c
a
Faculty of Mining Engineering, Sahand University of Technology, Tabriz, Iran
b
Faculty of Mining Engineering, Geophysics and Petroleum, Shahrood University of Technology, Shahrood, Iran
c
Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada
article info
Article history:
Received 9 March 2008
Received in revised form
27 April 2009
Accepted 8 May 2009
Available online 21 June 2009
Keywords:
Rock fragmentation
Blasting
KuzRam model
Image processing
Geomechanical properties
abstract
Rock fragmentation, which is the fragment size distribution of blasted rock, is one of the most important
indices for estimating the effectiveness of blast work. In this paper a new form of the KuzRam model
is proposed in which a prefactor of 0.073 is included in the formula for prediction of X
50.
This new
equation has a correlation coefficient that is greater than 0.98. In addition, a new approach is proposed
to calculate the Uniformity Index, n. A Blastability Index (BI) is used to correct the calculation of the
Uniformity Index of Cunningham, where BI reflects the uniformity of the distribution. Interestingly, this
correction also can be observed in the KuznetsovCunninghamOuchterlony (KCO) model, which uses
In situ block size as a parameter for calculating the curve-undulation in the Swebrec function. However,
it is in contrast to prediction of X
50
as the central parameter in Swebrec and Rosin–Rammler distribution
functions. The new model is a two parameter fragmentation size distribution that can be easily
determined in the field. However, it does not consider the timing effect, or upper limit for sizes, as does
the original KuzRam model. The model is used at the Sungun Mine, and it does a good job of
predicting the fines produced during blasting.
&2009 Elsevier Ltd. All rights reserved.
1. Introduction
The KuzRam model, which was proposed by Cunningham,
has been used as a common model in industry for predicting rock
fragmentation size distribution by blasting [1,2]. Although it has
been used extensively in practice, it has some deficiencies; one is
timing effect, the other is lack in prediction of fines.
There are some models that proposed to improve the
KuzRam’s model’s inability to predict the fragment size
distribution. The CZM [3] and TCM [4] models are two examples
of extended KuzRam models to improve the prediction of fines;
they are known as JKMRC models.
In the CZM model, the size distribution of rock fragments
consists of coarse and fine parts. According to CZM, two different
mechanisms control the rock fragments produced by blasting. The
coarse part is produced by tensile fracturing, and the KuzRam
model is used to predict this part of the size distribution.
However, fines are produced by compressive fracturing in the
crushed zone, for which the Rosin–Rammler function gets a
different value of nand X
C
.
In the TCM model, two RosinRammler functions are used for
ROM size distribution. TCM is a five-parameter model in which
two of the parameters are related to the coarse fraction, one is
related to the fines fraction, and the other two are related to fines
part of the distribution.
In addition, by replacing the original RosinRammler equation
with the Swebrec function, the KuznetsovCunningham
Ouchterlony (KCO) model is arrived at to predict the ROM size
distribution [5]. Like RosinRammler, it uses the median or 50%
passing value X
50
as the central parameter but it also introduces
an upper limit to fragment size X
max
. The third parameter, b,isa
curve-undulation parameter. The Swebrec function removes two
of KuzRam’s drawbacksthe poor predictive capacity in fines
range and the upper limit cut-off of block size.
Spathis suggested that X
50
should have the prefactor
ðln 2Þ
1=n
=
G
½1þð1=nÞ. He claimed that the correction indicates
that the original implementation of KuzRam will overestimate
the size of the rock fragments which may say that the original
KuzRam underestimates the fines faction when the uniformity
index is 0.8–2.2 [6].
Riana et al. [7] presented a new method to determine the rock
factor Ain the KuzRam model. This factor was correlated to
drilling index for two different types of Indian rock types,
sandstone and coaly shale [7].
2. Review of blast fragmentation models
An empirical equation for the relationship between the mean
fragment size and applied blast energy per unit volume of rock
ARTICLE IN PRESS
Contents lists available at ScienceDirect
journal homepage: www.elsevier.com/locate/ijrmms
International Journal of
Rock Mechanics & Mining Sciences
1365-1609/$ - see front matter &2009 Elsevier Ltd. All rights reserved.
doi:10.1016/j.ijrmms.2009.05.003
Corresponding author. Tel.: +98 412344 4312; fax: +98 412344 4311.
E-mail address: babaei@sut.ac.ir (H. Aghababaei).
International Journal of Rock Mechanics & Mining Sciences 46 (2009) 967–973
(powder factor) has been developed by Kuznetsov [8] as a
function of rock type. He reported that initial studies had been
carried out with models of different materials and the results
were later applied to both open pit mines and an atomic blast.
Considering the nature of mining and the variability of rock,
a degree of scatter between fragmentation measurements and
prediction was shown and was to be expected as well. The model
predicts fragmentation from blasting in terms of mass percentage
passing through versus fragment size. Kuznetsov’s equation is [8]
X
m
¼AV
0
Q
e

0:8
Q
1=6
(1)
where X
m
is the mean fragment size (cm), Ais the rock factor,
(7 for medium hard rocks, 10 for hard highly fissured Rocks,13 for
hard, weakly fissured rocks), V
0
is the rock volume broken per
blast hole (m
3
), and Q
e
is the mass of TNT containing the energy
equivalent of the explosive charge in each blast hole (kg) and
the relative weight. The strength of TNT compared to ANFO
(ANFO ¼100) is 115. Hence, Eq. (1) based upon ANFO instead of
TNT can be written as
X
m
¼AV
0
Q
e

0:8
Qe
1=6
S
anfo
115

19=30
(2)
where X
m
is the mean fragment size (cm), Ais the rock factor, V
0
is
the rock volume broken per blast hole (m
3
), Q
e
is the mass
of explosive being used (kg), S
anfo
is the relative weight strength of
the explosive to ANFO (ANFO ¼100). Since
V
0
Q
e
¼1
K(3)
where Kis the powder factor (kg/m
3
), Eq. (2) can be rewritten as
X
m
¼AðKÞ
0:8
Q
1=6
e
115
S
anfo

19=30
(4)
Eq. (4) can now be used to calculate the mean fragmentation (X
m
)
for a given powder factor. Solving Eq. (4) for Kgives
K¼A
X
m
Q
1=6
e
115
S
anfo

19=30
"#
1:25
(5)
One can calculate the powder factor required to yield the desired
mean fragmentation. In his experiments, Cunningham indicated
that lower limit for Awas 8, even in very weak rock mass, whereas
the upper limit was A¼12.
The Blastability Index, which was first proposed by Lilly [9],
has been adapted for Kuznetsov’s model (Table 1), in an attempt
to better quantify the selection of rock factor A[2]. Cunningham
stated that the evaluation of rock factors for blasting should at
least take into account the density, mechanical strength, elastic
properties and structure. The equation is
A¼0:06 ðRMD þJF þRDI þHFÞ(6)
The Rosin–Rammler formula is then used to predict the fragment
size distribution. It has been generally recognized as giving
a reasonable description of fragmentation in blasted rock. This
equation is [10]:
R
m
¼1e
ðX=X
C
Þ
n
(7)
where R
m
is the proportion of material passing the screen, Xis the
screen size (cm), X
C
is the characteristic size (cm), and nis the
index of uniformity. The characteristic size X
C
is one through
which 63.2% of the particles pass. If the characteristic size X
C
and
the index of uniformity nare known, a typical fragmentation
curve can be plotted. Eq. (7) can be rearranged to yield the
following expression for the characteristic size:
X
c
¼X
ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi
lnð1R
m
Þ
n
p(8)
Since the Kuznetsov formula gives the screen size X
m
for which
50% of the material would pass, substituting the values X¼X
m
and R¼0.5 into Eq. (8) gives
X
c
¼X
m
ffiffiffiffiffiffiffiffiffiffiffiffi
0:693
n
p(9)
A useful indirect check on the index of uniformity has
been performed by Cunningham [2]. He based his prediction
of fragmentation on the Kuznetsov equation and used the
relationship between fragmentation and drilling pattern to
calculate the blasting parameter of the Rosin–Rammler formula.
The blasting parameter, n, is estimated by
n¼2:214 B
D

1
2þS
2B

0:5
1W
B

L
H
 (10)
where Bis the burden (m), Sis the spacing (m), Dis the borehole
diameter (mm), Wis the standard deviation of drilling accuracy
(m), Lis the total charge length (m) and His the bench height (m).
Where there are two different explosives in the hole (bottom
charge and column charge), Eq. (10) is modified to:
n¼2:214 B
D

1W
B

ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi
1
2þS
2B

s
0:1þabs BCL CCL
L

0:1
L
H
 (11)
where BCL is the bottom charge length (m) and CCL is the column
charge length (m). When using a staggered pattern, this equation
must be multiplied by 1.1. The value of ndetermines the shape
of the Rosin–Rammler curve. High values indicate uniform sizing.
Low values, on the other hand, suggest a wide range of sizes
ARTICLE IN PRESS
Table 1
Rock factor parameters and rates.
RMD Rock mass description
Powdery/friable 10
Vertically jointed JF*
Massive 50
JPS Vertical joint spacing
o0.1m 10
0.1m to MS 20
MS* to DP* 50
JPA Joint plane angle
Dip out of face 20
Strike perpendicular to face 30
Dip into face 40
RDI Rock density influence
RDI ¼25 RD*50 RD; rock density (t/m
3
)
HF Hardness factor (GPa)
Y/3 If Yo50
UCS*/5 If Y450
* Meaning Unit
MS Oversize m
DP Drilling pattern size m
YYoung’s modulus GPa
UCS Uniaxial compressive strength MPa
JF ¼JPS+JPA
S. Gheibie et al. / International Journal of Rock Mechanics & Mining Sciences 46 (2009) 967–973968
including both oversize and fines. This combination of the
Kuznetsov and RosinRammler equation results in what has
been called the KuzRam fragmentation model.
3. Research method
3.1. Prediction of ROM size distribution
Based on a modified blastability index, the geomechanical
properties of ten blast sites were collected prior to blasting.
Several laboratory tests were carried out according to ISRM
standards to determine the mechanical and physical parameters
such as Young’s modulus, density and uniaxial compressive
strength and the overall results of these tests and collection have
been shown in Table 2. The flowchart (Fig. 1) shows the steps
in the ROM size distribution prediction, image processing,
modification and validation of the modified model.
3.2. Fragmentation assessment
After estimating the ROM size distribution for each case of
blasting at the Sungun Mine, image processing studies were
carried out for 10 blast sites muck piles. All blasts results were
analyzed after conducting blasting operation at three positions of
muck pile (soon after blasting, after loading around half of muck
pile and end of muck pile). For image processing, 15 digital
photographs were taken from each muck pile position and then
processed by the Goldsize program. The analyzed photo results
were merged to get a better analysis of the photo analyses.
3.3. Fines correction and distribution calibration
Since there are some fine particles that are hidden, the results
obtained by image analysis are always different from those of by
sieving. Fines correction usually is the common deal to overcome
this problem in practice. Some methods that can be used to
correct fines have been discussed in the literature [5,11,12].
In this paper, for correcting the fines a representative sample
was provided from muck pile. The sample was analyzed by sieving
and image processing. There were some differences between the
sieving and imaging methods. Actually, image analysis did not
include particles below 40 mm in this sampling and the fines ratio
was nearly 7%. Since the distribution of sizes below 40 mm at
the Sungun was a straight line in log–log plot, therefore, a Gaudin-
Schuhman distribution can be adopted to plot the size distribu-
tion curve [11]:
P
fines
ðxÞ%¼x
k

n
(12)
where P
fines
(x) is the passing percent for fines, Xis the size of
particles, Kis the Top size or rock fragments, and nis the material
constant.
After merging the fines and coarse size distributions obtained
by Eq. (12) and image analysis, as a result Fig. 2 shows the
corrected size distribution which is almost closer to sieving
result. By assuming that the rock fragmentation size distribution
follows the RosinRammler distribution, thus, the two formulas
proposed by Chung and Katsabanis can be used to calibrate the
distribution [13]:
X
c
¼e
ð0:565LnX
m
þ0:435LnX
80
Þ
(13)
n¼0:842=ðLnX
80
LnX
m
Þ(14)
where X
m
is the sieve size at 50% material passing (cm), X
80
is the
sieve size at 80% material passing (cm), X
C
is the sieve size at
63.2% material passing (cm), and nis the uniformity index. The
values obtained from Eqs. (10) and (11) can be seen in Table 2.
As Table 3 shows, the KuzRam model overestimates the size
distribution. This confirms that the mean fragment size (X
m
)
and uniformity index (n) as the model’s inputs are not true
(obtained from image analysis) values. Thus, the KuzRam model
is modified in this paper with the aim of having a better
prediction of ROM size distribution. Results obtained at the
Sungun Mine show that Kuznetsov’s model underestimates the
mean fragment size (Table 3). Also, the predicted uniformity
indexes for each blast site were different from those obtained by
image analysis.
4. Proposed model
By analyzing the data from Sungun the two equations below
areproposedtopredictROMsizedistribution.TheRosinRammler
function is used as the size distribution with X
m
as central
parameter and n, as the uniformity index for:
X
m
¼0:073BI V
0
Q
e

0:8
Qe
1=6
S
anfo
115

19=30
(15)
n
0
¼1:88 nBI
0:12
(16)
All parameters in Eq. (15) are similar to those described in Eq. (2),
where n
0
is the modified uniformity index, nis the uniformity
index (Cunningham) and BI is the blastability index. The r
2
values
for Eqs. (15) and (16) were 0.98 and 0.96, respectively.
5. Validation of proposed model
To validate the proposed model, five blast sites were studied
(Table 4). All the steps in the flowchart (Fig. 1) including fines
correction discussed in the Section 3.3 were carried out in the
verification study. Results show that the proposed model has
the acceptable ability to predict the ROM size distribution at the
Sungun Copper Mine (Table 5). Fig. 3 shows the reliability of the
results.
6. Discussion
As mentioned in previous sections, Kuznetsov’s model is based
on geomechanical, geometrical parameters as well as explosive
properties. In this research, 10 blast sites were chosen with
comparable blast geometry and explosive type. Only the geome-
chanical properties of rock masses were variable. Rock mass
properties are defined by BI in Kuznetsov’s equation.
ARTICLE IN PRESS
Table 2
Rating of geomechanical parameters collected from field.
Blast site BI n
00
(Modified model) n
0
(Image analysis) n(Uniformity index)
Mo-1 54.5 1.459 1.469 1.25
Mo-2 57 1.452 1.45 1.25
Mo-3 56.5 1.451 1.447 1.25
Mo-4 60 1.443 1.441 1.25
Mo-5 60 1.44 1.437 1.25
Di-1 63 1.437 1.433 1.25
Di-2 70.67 1.416 1.42 1.25
Di-3 72.42 1.411 1.414 1.25
Di-4 76.7 1.402 1.4 1.25
Di-5 82 1.39 1.39 1.25
S. Gheibie et al. / International Journal of Rock Mechanics & Mining Sciences 46 (2009) 967–973 969
Rock masses are an anisotropic and inhomogeneous media,
with different physical and mechanical behaviors in different
directions. There are many parameters used in the technical
description of rock masses, of which the blastability index uses
some, such as rock mass description, joint spacing, joint plane
angle, etc. Therefore, geomechanical properties as the most
important parameters in rock blasting are not considered
explicitly [14,15]. Therefore, it seems that Kuznetsov’s equation,
theoretically and practically, will not predict the mean fragment
size accurately.
ARTICLE IN PRESS
Fig. 1. Steps of Run of Mine (ROM) size distribution prediction, KuzRam modification and validation.
S. Gheibie et al. / International Journal of Rock Mechanics & Mining Sciences 46 (2009) 967–973970
As the blast geometry and the explosive used were equal for all
blasts, it can be concluded that these differences arise from the
incomplete description of rock mass properties.
The blastability index is representative of rock mass properties
in the Kuznetsov’s equation. Paying attention to the parameters
used in the BI system, it is known that RMD, JPS, JPA, etc., alone
are not able to describe rock mass properties completely. As an
example, joint aperture is one of the important properties
of joints, which affects the rock mass blastability [14,16], but is
not considered in the BI system. Joint aperture controls the
outgoing gases and energy retention time in rock mass. If this
parameter as an increasing parameter in BI system is considered,
the BI value will increase, and the mean fragment size will be
closer to true value. Since the correction of BI and insertion of any
effective parameter or development of a new classification system
requires extensive researches in different mines and conditions,
these corrections are beyond the scope of this paper.
In addition, exponent nin the RosinRammler model is the
uniformity of fragmentation distribution. The uniformity index
proposed by Cunningham depends on blast geometrical para-
meters. As Eq. (10) shows, there is no parameter to describe the
rock mass properties. Although the uniformity index is deter-
mined by blast geometry, in some methods, such as those
proposed by Lilly [17] and Moomivand [16], blast geometries are
determined on the basis of rock mass properties.
As the only variable in all 10 blasts is the rock mass
geomechanical parameters, it seems that there may be a relation
between rock fragmentation uniformity and rock mass properties.
Certainly, assessment of rock mass properties effects on size
distribution of rock fragments is difficult. Existence of disconti-
nuities with different properties, anisotropy and inhomogeneity of
rock mass media, adds to the blasting mechanisms complexity.
This complexity indicates that separation of gas pressure and
shock wave efficiencies is difficult. Thus, achievement of a relation
in this case requires more researches.
In Sungun Mine, there are several joint sets, which create
uniform blocks. The explosive type used at the Sungun is ANFO,
which has high gas energy (EB) and produces high gas pressures.
The gas particles passing the joints activate the elder joints and
then liberate the insitu blocks. In some sites at the Sungun Mine,
blasting creates just few new fracture surfaces; it just produces
blocks whose external surfaces are altered. These results strength-
en the theory of rock mass properties effects on uniformity of size
distribution of rock fragments.
In this research, a relation between real uniformity of rock
fragments and blastability index was obtained. Through decreas-
ing the joints spacing, the size of insitu blocks becomes more
uniform. By releasing adequate gas particles, the blocks will
liberate. Boulder formation is common in widely spaced jointed
rock mass blasting [15]. Bhandari concluded that blasts in rock
masses with parallel or perpendicular joints to bench face, leads
to a uniform fragmentation [15]. Certainly, BI may not be
completely proper to make a relation with uniformity; therefore,
ARTICLE IN PRESS
100
80
60
40
20
0
%
1 10 100 1000 10000
X (mm)
Image
Analysis
Fines
corrected
distribution
Fines Ratio = 7%
End fine size 40 mm
Fig. 2. Fragment size distribution obtained by image analysis, fines and fines
corrected distribution.
Table 3
Predicted and actual size distribution for each blast site.
Blast site X
30
(cm) X
m
(cm) X
80
(cm)
MO-1
Kuz-Ram 10 17 33.4
Image analysis 13.8 22 38.7
Proposed model 13.5 21.3 38
MO-2
Kuz-Ram 10.6 18 35.3
Image analysis 14 22 39.6
Proposed model 13.9 22 39.3
MO-3
Kuz-Ram 10.6 18 35.3
Image analysis 15.2 24 42.8
Proposed model 15.1 23 43
MO-4
Kuz-Ram 11.2 19 37.3
Image analysis 15 24 43.2
Proposed model 14.7 23.3 42
MO-5
Kuz-Ram 11.2 19 37.3
Image analysis 16 25.5 45.5
Proposed model 15.2 24 44.4
DI-1
Kuz-Ram 11.8 20 39.3
Image analysis 16.7 26.5 48
Proposed model 16.1 25.8 47
DI-2
Kuz-Ram 12.9 22 43.2
Image analysis 17 27 49.2
Proposed model 17.38 27.3 48.4
DI-3
Kuz-Ram 13.5 23 45
Image analysis 18.8 28.5 51.7
Proposed model 17.7 28 50.9
DI-4
Kuz-Ram 14 24 47
Image analysis 18 29 53
Proposed model 18.3 29.5 53.8
DI-5
Kuz-Ram 15.3 26 51
Image analysis 19.8 32 58.7
Proposed model 19.7 31.7 58.1
Table 4
Rating of geomechanical parameters collected from field for validation.
Blast site BI n
00
(Proposed model) n
0
(Image processing) n(Uniformity index)
M-1 81.75 1.932 1.898 1.8
M-2 73.75 1.136 1.223 1.032
M-3 80 1.606 1.612 1.400
M-4 78.75 1.525 1.552 1.400
M-5 92.5 1.506 1.482 1.554
S. Gheibie et al. / International Journal of Rock Mechanics & Mining Sciences 46 (2009) 967–973 971
development of a new index of rock mass properties to be related
with uniformity is suggested. The authors have experimented that
at the Sungun Mine, there are other parameters which affect the
fragmentation uniformity which are not considered in BI system.
It seems that when joint aperture is smaller, the retention time
of gas energy in rock mass gets higher and the gas pressure’s
efficiency increases. Thus, explosive energy leads to better
fragmentation. In some sites of the Sungun Mine, rock masses
consist of hard ferro-oxides filled with an irregular distribution of
tight joints. Ferro-oxides are stronger than the host rock itself,
which is monzonite. Fragmentation in these kinds of blast sites is
non-uniform. To extend that rock masses with BIo60 leads to a
mixture of more fines and boulders.
Since the KCO [5] is a more practical model for prediction
of ROM size distribution, it is better to compare it with newly
proposed model. The first considerable difference is that the KCO
uses Swebrec function instead of RosinRammler for description
of size distribution. Also, it has an upper limit parameter, X
max,
which makes the prediction more reliable. Moreover, KCO model
uses a prefactor of g(n)¼1orðln 2Þ
1=n
=
G
½1þð1=nÞ for prediction
of the mean fragment size, X
50
; however, the newly proposed
model has the different prefactor of 0.073. But maybe it rises from
different geological aspects of blast sites.
On the other hand, KCO uses a parameter, b, which is called
curve-undulation parameter. According to the KCO, bis the function
of Cunningham’s uniformity index, X
max
and X
50
.X
max
is defined as
the minimum of insitu block size, Sor B. Equally, in newly proposed
model n
0
as the modified uniformity index is adopted Cunningham’s
uniformity, nand BI as representative of rock mass. Interestingly,
BI and the insitu block size are related to each other. Therefore, it is
believed that it has a challenging concept in rock fragmentation size
distribution which was revealed in both the KCO and the newly
proposed model in this paper.
7. Conclusion
In this research, the size distribution of rock fragmentation
at the Sungun Copper Mine was predicted by KuzRam
model. Results of image processing show that KuzRam model
overestimates the ROM size distribution. Therefore, the X
m
(mean
fragment size) and n(uniformity index), as model’s inputs, are not
true values. Kuznetsov’s model predicts the mean fragment size
to be lesser the than true values. Since the blast geometry
and explosive type were the same, it was concluded that these
differences rose from disability of rock mass description. Blast-
ability Index does not consider some effective parameters such
as joint aperture and joint filling material. For modification of
Kuznetsov, 0.073 is proposed instead of the 0.06 multiplier.
Results confirm that the uniformity of size distribution of rock
fragmentation is a function of rock mass geomechanical parameters.
The proposed equation to calculate modified the uniformity index is
in the form of a power model. Increasing the BI (resistance of rock
mass against blasting), uniformity decreases. Finally, a new form of
KuzRam fragmentation model was proposed.
Moreover, the new form of KuzRam has some differences
and similarities with KCO model. Firstly, it uses RosinRammler
function but KCO adopts Swebrec function. The prefactor that
are applied to mean fragment size are also different. However, it
may rise from different blast sites. Interestingly, curve-undulation
parameter, b, is somehow related to newly used term in uni-
formity index, BI. Because, both of them consider insitu block size
as an influential parameter in exponent of distribution functions.
However, the proposed model does not consider the timing
effect and upper limit for sizes as the original KuzRam does. It is
good to mention that it can also predict the fines produced in the
blasting at the Sungun Mine. Five other blast sites were used to
verify the newly proposed model at the Sungun; results show its
reliability in prediction of rock fragmentation size distribution.
Acknowledgments
The authors wish to sincerely acknowledge the full financial
support provided by Sungun Copper Mine and Sahand University
of Technology. Grateful thanks are recorded to Dr. Moomivand,
Dr. Qanbari, Mr. Hajiloo, Mr. Karbasi and Mr. Mahammadzada for
their continuous support in during of the project.
References
[1] Cunningham CVB. The KuzRam model for prediction of fragmentation from
blasting. In: Proceedings of the first international symposium on rock
fragmentation by blasting, Lulea, Sweden, 1983. p. 439–54.
[2] Cunningham CVB. Fragmentation estimations and the KuzRam model. In:
Proceedings of the second international symposium on rock fragmentation by
blasting, Keystone, Colo, 1987. p. 475–87.
ARTICLE IN PRESS
Table 5
ROM size distribution of image processing and modified model at the Sungun for
validation.
Blast site X
30
X
50
X
80
M-1
Proposed model 18.5 27.3 45
Image analysis 20 30 49
M-2
Proposed model 14.85 27.9 62.1
Image analysis 16 30 65.5
M-3
Proposed model 19.95 33.5 64.7
Image analysis 20.84 35 66.9
M-4
Proposed model 17.33 31.7 68
Image analysis 18.33 33 69.56
M-5
Proposed model 24.35 39.3 74.5
Image analysis 25.2 42 80.3
100
90
80
70
60
50
40
30
20
10
0
R %
100101102
X (cm)
Corrected Model
Image Proc
M-2
Fig. 3. Comparison of ROM size distribution of image processing and modified
model.
S. Gheibie et al. / International Journal of Rock Mechanics & Mining Sciences 46 (2009) 967–973972
[3] Kanchibotla SS, Valery W, Morell S. Modeling fines in blast fragmentation and
its impact on crushing and grinding. In: Proceedings of the Explo 1999
conference. Carlton, Victoria: Australian IMM; 1999. p. 137–44.
[4] Djordjevic N. Two-component model of the blast fragmentation. In:
Proceedings of the sixth international symposium on rock fragmentation by
blasting, Johannesburg, 1999. p. 213–9.
[5] Ouchterlony F. The Swebrec
&
function: linking fragmentation by blasting and
crushing. IMM Trans Sect A 2005;114(1):29–4 4.
[6] Spathis AT. A correction relating to the analysis of the original KuzRam
model. Int J Blast Fragment (Fragblast) 2004;8:201–5.
[7] Riana AK, Ramulu M, Choudhury PB, Dudhankar A, Chakraborty AK.
Fragmentation prediction in different rock masses characterized by drilling
index. In: Proceedings of the seventh international symposium on rock
fragmentation by blasting, Beijing, 20 03. p. 117–21.
[8] Kuznetsov VM. The mean diameter of fragments formed by blasting rock. Sov
Min Sci 1973;9:144–8.
[9] Lilly PA. An empirical method of assessing rock mass blastability. In:
Proceedings of the large open pit planning conference. Parkville, Victoria;
Australian IMM; 1986. p. 89–92.
[10] Rosin R, Rammler E. Laws governing the fineness of coal. J Inst Fuels
1933;7:29–36.
[11] Cho SH, Nishi M, Kaneko K. Fragment size distribution in blasting. Mater
Trans 2003;44:1–6.
[12] Maerz NH, Zhou W. Calibration of optical digital fragmentation measuring
systems. Int J Blast Fragment (Fragblast) 2000;4(2):126–38.
[13] Chung SH, Katsabanis PD. Fragmentation prediction using improved en-
gineering formula. Int J Blast Fragment (Fragblast) 2000;4:198–207.
[14] Gheibie S, Hoseinie SH, Pourrahimian Y. Prediction of blasting fragmentation
distribution in Sungun copper mine using rock mass geomechanical proper-
ties. In: Proceedings of the third Iran rock mech conference, Tehran, 2007.
p. 751–6.
[15] Bhandari S. Engineering rock blasting operations. Rotterdam: Balkema; 1997.
[16] Moomivand H. Development of a method for blasthole pattern design in
surface mines. In: Proceedings of the second Iran open pit mines conference,
Kerman, 2005. p. 159–68.
[17] Lilly P. The use of blastability index in the design of blasts for open pit mines.
In: Proceedings of the West Australian conference on mining geomechanics.
Kalgoorlie, WA: Western Australian School of Mines; 1992. p. 421–6.
ARTICLE IN PRESS
S. Gheibie et al. / International Journal of Rock Mechanics & Mining Sciences 46 (2009) 967–973 973
... -Acotaciones Lipschitz o Hölder: La suavidad local del operador constitutivo que describe la geomecánica de la roca puede ser formulada mediante condiciones Lipschitz (lineales) o más débiles, como las tipo Hölder (Bameri et al., 2021;Gheibie et al., 2009). Dichas condiciones controlan la variación de la derivada (o secante) en la vecindad de la solución. ...
... Mantener este balance adecuado permite sostener la convergencia cuasi-Newton en problemas reales, como la simulación de voladuras y estabilidad de taludes, sin forzar el recálculo de la matriz completa a cada paso (Nobahar et al., 2024;Chandrahas et al., 2022;Vokhmin et al., 2021). entre la velocidad de cómputo (cuasi-Newton disperso) y la estabilidad numérica (Gheibie et al., 2009;Bird et al., 2023). En última instancia, esto maximiza la productividad en simulaciones voluminosas de voladura o fractura de rocas, donde se exigen iteraciones rápidas y confiables en escalas de millones de grados de libertad. ...
... (4) preservando el patrón de ceros de Bk (Morin & Ficarazzo, 2006;Gheibie et al., 2009). Cuando ∥Bk+1∥ o ∥F (uk+1)∥ superan un umbral adaptativo γ, se conmuta a un paso de Newton pleno con Jacobiano exacto; ello evita que la iteración atraviese la frontera de convergencia detectada empíricamente (Chandrahas et al., 2022;Shehu et al., 2023). ...
Article
Full-text available
RESUMEN Este estudio delimita la frontera de convergencia en algoritmos cuasi-Newton dispersos para simulaciones de voladura. Mediante cotas Lipschitz-Hölder se obtienen radios de Kantoróvich que indican cuándo la matriz se-cante sigue generando contracción. Se propone un BFGS limitado con conmutación adaptativa a Newton exacto al aproximarse a la frontera. Un dataset sintético de 25 000 realizaciones, calibrado con minas de caliza, cobre e hierro, muestra que el radio de convergencia crece 35 % y el tiempo de cómputo disminuye tres órdenes de magnitud frente a Newton denso. El mapa iterativo identifica zonas propensas a fractura frágil, aportando un criterio preventivo para ajustar la malla de perforación y la carga explosiva. Así, se enlaza la teoría de ecuaciones no lineales con prácticas operativas, habilitando simulaciones estables y escalables en HPC. ABSTRACT We delimit the convergence frontier of sparse-matrix quasi-Newton algorithms for rock-blasting simulations. Lip-schitz/Hölder bounds yield Kantorovich radii that mark when the secant matrix preserves contraction. A limited-memory BFGS with adaptive switching to full Newton is introduced as the frontier is approached. A synthetic dataset of 25 000 cases, calibrated with limestone, copper and iron mines, reveals a 35 % larger convergence radius and a three-order reduction in runtime versus dense Newton. The iterative map exposes fragile-fracture regions, providing a preventive rule for drill-pattern and charge design. The results bridge nonlinear analysis with field practice, enabling stable, scalable HPC simulations for modern blast-engineering workflows. Palabras clave: métodos cuasi-Newton, matrices dispersas, frontera de convergencia, voladura de rocas
... Fragments of specific sizes are crucial in mining activities as they affect subsequent operations such as loading, hauling, and crushing. Precise measurement of rock fragmentation resulting from blasting, which is the initial stage of size reduction, is particularly significant in hard rock drilling and blasting (Gheibie et al., 2009). The distribution of rock sizes after blasting significantly impacts the effectiveness of all subsequent rock processing and comminution processes downstream (Abuhasel, 2019). ...
... One of the drawbacks of the model was the approximation of the rocks' parameters leading to a lower value of the predicted dimensions of the rocks fragmented. (Gheibie et al., 2009). ...
... This empirical model closely resembles the previous Kuz-Ram model, with the only alteration being the adjustment of the Kuznetsov equation through the application of a 0.073 multiplier. This modification aims to enhance the model's accuracy in predicting the mean fragmentation size (Gheibie et al., 2009). ...
Article
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This research is motivated by the need to enhance blast performance in limestone mines in relation to fragment size distribution. Post-blast rock size distribution dramatically influences the efficiency of all the downstream rock handling and processing hence the need for accurate prediction and measurement of blast fragment size distribution is of great importance in hard rock drilling and blasting. Secondary breakage as a result of poor fragmentation results in an unnecessary increase in production cost. This research paper presents blast fragmentation prediction using the Modified Kuz-Ram (MKR) and Kuznetsov-Cunningham-Ouchterlony (KCO) fragmentation models, a case study of two limestone quarries in the Rift Valley part of Kenya. Split-Desktop was used in the measurement of the blasted rock fragment distribution. Comparison analysis was performed using correlation and regression analysis, and the results showed that KCO is the recommended blast prediction and optimization model in both quarries.
... Cunningham further developed and extended the Kuz-Ram model to increase its efficiency (Cunningham 1987). Over the following years, SveDeFo model (Hjelmberg 1983), two-component model (Djordjevic 1999), Gheibie et al. (2009), andOuchterlony (2005) further attempted to improve rock fragmentation prediction. ...
... to the dimension through which 63.2% of the materials are able to pass (Gheibie et al. 2009). ...
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Loosening of hard rock mass by highly reactive chemical explosives often not only influences surface excavation processes, but also results in undesirable effects in the fragmentation dimensions. Mineral prices have a direct relation with the fragment size, which is a major challenge considering the wide variability in the Earth strata. It involves risks in optimizing the particle size distribution in any blasting processes. Hence, risk assessment in estimating the size of the fragments to the highest accuracy possible is desirable. In this research work, the risk of fragmentation in an iron ore mining was assessed and the average fragment size (X50) of blasted rocks was also estimated. The rock engineering system (RES) was adopted to consider different factors that affect the blasting of the rock mass in 26 events. On-site data were obtained for 20 effective key parameters to generate a reliable RES-based predictive model. Analysis showed medium to high likelihood of risks associated with obtaining optimal fragmentation. The developed RES model from those 26 events was compared with similar available models as multiple regression analysis, and existing models, namely, Kuz–Ram and modified Kuz–Ram. The results of the new model were validated with the measured fragmentation of eight new blast events. The investigation establishes that the RES model exhibits the best results (R2=0.81,RMSE=2.24, MAE=2.03, MAPE=14.47, VAF=63.4)({R}^{2}=0.81, \text{RMSE}=2.24,\text{ MAE}=2.03,\text{ MAPE}=14.47,\text{ VAF}=63.4) comparing favorably with the measured fragment sizes. It establishes the better performance efficiency of the RES-based model for predicting rock fragmentation in iron ore mines accurately.
... However, in this study, rock types Phyllite and Meta-sandstone have shown directly proportional relation with RMR and BF percentage because the rocks have more joints sets than Gneiss where applied explosive energy escape through joint sets aperture. This inverse relation with joint presence is due to the gas pressure is consumed in an aperture of discontinuity of rock mass [27]. ...
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Full-text available
The rock mass fragmentation in discontinuous rock mass is a concern issue in rock mass blasting. The purpose of the study is to find out the influencing parameters of rock mass and blast design in degree of fragmentation of natural block during blasting. The fragmentation conditions were evaluated by block fragmentation method in three different rock types. Blasted block size reduction from in-situ block size distribution (ISBD) to blasted block size distribution (BBSD) were analyzed based on modified Kuz-Ram models and other empirical models which were used to predict D50 of the blocks. Similarly, blastability index (BI), blastability designation (BD), and Fragmentation index (FI) were used to analyzed fractal dimension of block (i.e. volume reduction) from in-situ to blasted rock blocks where average reduction amount in block fragmentation were found 80.3%, 76.41% and 60.14% in Gneiss, Phyllite, and Metasandstone respectively. The result of this study revealed that the blastability and fragmentation index of rock mass depends on in-situ block size, rock mass strength, and powder factor used during blasting. Based on the outcome of the study rock fragmentation and fragmented block size can be predicted by understanding of the discontinuity characteristics of the rock mass along with rock mass class and powder factor of that blasting. Therefore, desired level of block fragmentation, blastability and fragmentation index of blasting rock mass can be got by modifying the blasting design according to the natural block size and rock mass strength of the rock mass.
... The most common methods for predicting and researching rock blasting fragmentation include empirical formulas, such as the widely used Kuz-Ram model [4], modified Kuz-Ram [5], and Rosin-Rammler models [6]. For example, Yilmaz O [5] applied these models to estimate average fragment sizes and validated their feasibility through onsite experiments. ...
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Rock fragmentation is a key indicator for evaluating the effects of rock blasting and directly impacts subsequent excavation efficiency. However, predicting rock fragmentation outcomes is challenging due to the complex physical and chemical processes involved in explosive detonation. In this study, a simulation and analysis method for rock blasting fragmentation effects was developed by integrating the finite element method with image processing technology. To validate the reliability of this method, onsite blasting experiments were conducted. Furthermore, the rock blasting parameter of blast hole spacing was optimized based on this proposed method. The results showed that explosive blasting processes vary depending on the charge. Specifically, using water as a decoupling medium led to better blasting outcomes compared to air-decoupled charges. Due to the directional effects along the cylindrical charge, the explosive loading on the blast hole wall first increases and then stabilizes. The method’s feasibility is supported by the good agreement between the gradation curves of rock fragments obtained through onsite sieving tests and simulations in the 50–300 mm range. Additionally, the approach was used to optimize blasting parameters, ensuring that the fragment size distribution curve met the project requirements. Overall, this method can be used for research and analysis of rock blasting fragmentation.
... Morin and Ficarazzo employed Monte Carlo simulation to predict fragmentation based on the Kuz-Ram model [17]. Gheibie et al. sought to improve fragmentation estimation by modifying the Kuz-Ram model [18]. ...
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Drilling and blasting operations are one of the common deals in open pit mining. Recently, mathematical rigorous patterns are on attention and digitalization and optimization of mining operations are highly suggested. In this work, drilling and blasting operations are modeled and various scenarios are simulated. The usual result of numerical simulations is the fragmentation curve caused by blasting. It is defined as a function of the blasting geometric pattern, the explosives’ type and quantity, and the rock-mechanics characteristics. The aim of this work is to improve the blasting efficiency in quarrying, through proper understanding of the fracture mechanisms and optimization of blasting alternatives. The analysis was developed over the Monte Tondo gypsum quarry, owned by Saint-Gobain (joint-stock company in Italy). The case study was modeled by O-Pitsurface®. After model calibration using the in situ quarry data, several optimization hypotheses were developed, starting from the original blasting scheme. Two fragmentation thresholds were applied. First, the minimum dimension of fragmentation to avoid additional breaking, and secondly, the limit of fragmentation dimension for the crushing feed. For each hypothesis, the appropriate parameters were defined. The optimized best hypothesis was finally selected, based on time saving of 145 h/year of work related to drilling and breaking; economic saving of €24,150/year, due to the blastholes numbers’ reduction; and finally, improvement of safety conditions by 12%, thanks to lower dimension of fragments which leads to an easier and safer management.
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To address the issue of high cost associated with open-pit mining, a cost optimization model was established and an open model was developed to visualize these costs by comprehensively considering the entire open-pit-mining process and linking the effects of mine blasting to the various processes involved in open-pit mining. The established model optimized the open-pit mining cost by 10%. Among all the parameters considered, drill diameter exerted the greatest influence on the mining cost, with a sensitivity of 0.653. The study results demonstrated that the established model effectively optimized open-pit mining costs and could serve as a reference for controlling the costs associated with mining operations.
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Accurately estimating the blastability of rock mass is crucial for precise blasting design, enhancing blasting efficiency, and minimizing unnecessary damage to the rock mass. Despite the development of various methods for blastability evaluation, none has gained wide acceptance due to the complexity of rock masses. This paper aims to systematically review the development of blastability evaluation research to enhance understanding in this area. Firstly, factors affecting the blastability of rock mass were summarized and classified. Based on this, blastability evaluation indexes were categorized into four classes: characteristic parameters of rock, structural parameters of rock mass, blasting parameters, and external factors. The selection principles of blastability evaluation indexes were discussed. Secondly, the methods of blastability evaluation including single index empirical criterion method, multiple indexes aggregation method, comprehensive evaluation method, and machine learning method, were summarized. The applicability and advantages of each evaluation method were introduced. Finally, trends in blastability evaluation of rock mass were proposed, including the intelligent acquisition of rock mass parameters, three-dimensional blastability evaluation, broadening the scope of evaluation, and widespread application.
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It is well known that rock is generally treated as a heterogeneous material and the heterogeneity of rock causes sizes distribution of fragmented rocks in blasting. This paper discusses experimental and numerical rock fragment size distribution. To evaluate fines in bench blasting. two test experiments were conducted in the field and fragment sizes of blasted rocks were estimated by sieving analysis and image analysis. The fragment size distributions by image analysis were corrected with the evaluation of the fines. To predict rock fragmentation in bench blasting, a numerical simulation method was developed. Fragment development in bench blasting has been modeled by the numerical simulation method and analyzed for fragment size distributions by image analysis program. The fragment size distributions were corrected with the evaluation of fines. which correspond to compressive fracture zone around a blast hole. This paper discusses the importance of correct evaluation of the fines in bench-blasted rock and shows the possibilities of realistic prediction of fragmentation using a numerical simulation method and image analysis.
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A new three-parameter fragment size distribution function has been found that links rock fragmentation by blasting and crushing. The new Swebrec© function gives excellent fits to hundreds of sets of sieved fragmentation data with correlation coefficients of 0·997 or better (r2>0·995) over a range of fragment sizes of 2–3 orders of magnitude. A five-parameter version reproduces sieved fragmentation curves all the way into the –100 ?m range and also handles ball mill grinding data. In addition, the Swebrec© function: (i) can be used in the Kuz–Ram model and removes two of its drawbacks – the poor predictive capacity in the fines range and the upper limit cut-off to block sizes; (ii) reduces the JKMRC one-family description of crusher breakage functions based on the t10 concept to a minimum; and (iii) establishes a new family of natural breakage characteristic (NBC) functions with a realistic shape that connects blast fragmentation and mechanical comminution and offers new insight into the working of the Steiner's OCS sub-circuits of mechanical comminution. It is suggested that the extended Kuz–Ram model, with the Swebrec© function replacing the Rosin–Rammler function, be called the KCO model.
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Full-text available
Synopsis Optical granulometry systems like WipFrag are required to measure fragments in situ. That is to say, the fragments are in piles where sorting takes place, where fragments are partially overlapped, and where fines may not be seen because they fall in and behind the coarser fragments, or where the fines are simply too small to be seen. As a result, optical systems tend typically to overestimate the size of the distribution, and underestimate the variability of the distribution. The more well graded the distribution being measured, the more severe the problem is. This paper presents the results of a study that suggests that these systematic errors can be removed by calibration.
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A method of assessing the blastability of a rock mass is presented which makes use of five, readily available, simple parameters. These are the rock mass description, joint plane spacing, joint plane orientation, specific gravity influence and hardness. For a particular rock mass a value is assigned to each parameter and the blastability Index is calculated from these values. Application of the Index in blast planning and computer modelling is discussed.
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The original Kuz-Ram fragmentation model contains an error. A correction is derived and it is shown that for uniformity indices in the Kuz-Ram model between 0.8 and 2.2, the characteristic sizes of the original model are in error by approximately 179% and 105%, respectively. Thus, the correction may explain, in part, the observation of an underestimation of fines by the original model.
Article
In the last decade, fragmentation prediction has been attempted by many researchers in the field of blasting. Kuznetsov developed an equation for the estimation of average fragment size, x 50, based on explosive energy and powder factors. Cunningham introduced a uniformity index n as a function of drilling accuracy, blast geometry and a rock factor A associated with a “blastability index”, which can be calculated from the jointing, density and hardness of the blasted rock mass. Knowing the mean size and the uniformity index, a Rosin-Rammler distribution equation can then be derived for calculating the fragment size distribution in a blasted muckpile. Analysis of existing data has revealed serious discrepancies between actual and calculated uniformity indices. The current integrated approach combines the Kuznetsov or similar equation and a comminution concept like the Bond Index equation to enable the estimation of both the 50% and 80% passing sizes (k 50 and k 80). By substituting these two passing sizes into the Rosin-Rammler equation, the characteristic size x c and the uniformity index n can be obtained to allow the calculation of various fragment sizes in a given blast. The effectiveness of this new fragmentation prediction approach has been tested using sieved data from small-scale bench blasts, available in the literature. This paper will cover all tested results and a discussion on the discrepancy between measurement and prediction due to possible energy loss during blasting.