Yield Stress of Laterite Suspensions
KOSTAS S. AVRAMIDIS 1 AND RAFFI M. TURIAN z
Department of Chemical Engineering, University of Illinois, Chicago, Illinois 60680
Received June 7, 1990; accepted September 24, 1990
The yield stresses of aqueous laterite suspensions as functions of solids concentration and suspension
pH, or ~ potential, were measured using the direct vane method. In addition, capillary rheometer shear
stress-shear rate data were taken for the most concentrated test suspension, and these were used to
estimate the yield stress by various extrapolations, and to compare them with the directly measured
value using the vane geometry. Detailed characterizations of all test suspensions were carried out. The
yield stress was found to depend strongly on suspension pH, attaining a m i n i m u m at the isoelectric point
occurring at high pH. It was found to follow approximately a straight-line relationship with the square
of the ~"potential, and its dependence on solids concentration is described by a two-parameter nonlinear
relationship which gives the appropriate behavior in both the dilute limit and the concentrated limit
near m a x i m u m packing. In situ particle size measurements by sedimentation suggest that the degree of
flocculation is high under acidic conditions. The capillary rheometer data reflect strongly non-Newtonian,
shear thinning behavior. © 1991AcademicPress,Inc.
theoretical colloid science (1). Nonhydrodynamic effects play a predominant role in
the rheological behavior as well as in the stability of suspensions consisting of particles
with dimensions in the colloidal or near-colloidal range. According to the DerjaguinLandau-Verwey-Overbeek (DLVO) (2) theory of colloid stability these forces consist of
Brownian motion associated with the random
thermal motions of the molecules of the continuous phase, electrostatic surface forces arising from charges on the surface of the solid
particles, and van der Waals attractions among
the particles.
The internal balance of charges in a colloidal
suspension is incorporated into the concept of
the electric double layer. The electric double
layer consists of the particle charge and an
equivalent amount of ionic charge which is
accumulated in the liquid medium near the
particle surface. The particle charge might
have been created either by adsorption of ions
from solution, in which case the surface potential could have been determined using the
Nernst equation, or from interior lattice im-
INTRODUCTION
The general problem of relating rheological
behavior to suspension microstructure is quite
complex; it has many variables, which have
wide ranges, and it is influenced by many effects. To establish relationships between rheological behavior and the constitutive nature of
the suspension it is necessary to have adequate
characterization of the suspension. This is not
simple, especially for suepensions composed
of many particles, of mixed sizes and complex
shapes, and for suspensions of colloidal particles which are influenced by nonhydrodynamic forces. The complex rheological behavior of suspensions is not completely understood. Predictive theories based on basic
principles are presently available only for dilute suspensions under idealized conditions.
The behavior of aqueous colloidal dispersions
of inorganic oxides continues to be an important problem in modern experimental and
Present address: Dow Chemical USA, Designed Latex
Research, Midland, MI 48674.
2 To w h o m correspondence should be addressed.
54
0021-9797/91 $3.00
Copyright© 199l by AcademicPress,Inc.
All rightsof reproductionin any form reserved.
Journalof Colloidand InterfaceScience,Vol. 143,No. l, April 1991
YIELD STRESS OF LATERITE SUSPENSIONS
perfections (isomorphous substitutions), in
which case the charge per unit surface area is
a fixed quantity because it is determined from
within the crystal and not from the surrounding liquid medium. It must be noted that for
clays, the surface charge is created mainly by
isomorphous substitutions in the lattice interior (3). For suspensions where the particle
size and shape are ill-defined, and especially
for oxide colloids, the electrophoretic mobility
of the particles can be used to provide a reasonable description of the ~"potential (1, 4).
Microelectrophoresis was used to determine
the electrophoretic mobility and therefore the
~"potential of the laterite suspensions reported
in this paper.
Bird et al. (5) provide a comprehensive review of the literature on the rheology and flow
ofviscoplastic materials. There are no general
theories on the yield stress-concentration dependence of colloidal suspensions. We propose
here a two-parameter nonlinear relationship
for the yield stress-concentration dependence
based on the solids concentration ratio (q~/
q~m), in which ~bis the volume fraction of solids
a n d q~m is the volume fraction corresponding
to maximum packing. In this relationship the
numerator term, which is dominant in the
limit ( ~ / q ~ ) ~ 1, is proportional to (4~/05~n)z
in agreement with dilute limit theory', while
the denominator term, which is dominant in
the concentrated limit (qS/q~m) ~ 1, is proportional to [ 1 - (q~/ ~bm ) i / 31. This latter factor
provides a measure of interparticle distance
and vanishes at maximum packing.
Laterite belongs to a broad class of claylike
ores containing many mineral constituents.
Laterites are generally apportioned as either
ferrunginous or aluminus (bauxites) depending on whether it is the iron or the aluminum
oxides that predominate. Extractive processes
using such ores typically involve streams consisting of concentrated aqueous suspensions
of these materials. Therefore, knowledge of the
yield stress-concentration and the shear stressshear rate behaviors of such suspensions and
their dependence on suspension chemistry is
important.
55
EXPERIMENTAL
General Description of Laterite
The laterite suspension used in the studies
reported in this paper was obtained from the
AMAX Corporation as a 30.0 wt% slurry,
which is very concentrated for these highly
swelling solids. The weight percentage concentration corresponding to the maximum
packing of the particles was found to be 47.4
(23.4 vol%). Properties of the solid powder
are given in Table I.
Laterite is a porous, indurated, concretionary claylike rock containing the minerals
gothite, HFeO,, lepidocrosite, FeO(OH), and
hematite, Fe203; hydrated oxides of aluminum, of which gibbsite is the most common
and abundant; and perhaps titanium dioxide.
Lateritic soils are red to reddish brown in color
due to these minerals, and vary in type from
a poorly graded sand to highly plastic clay.
The probable clay structure in our laterite test
material is montmoriltonite, which has a threelayer structure prone to swelling. The great instability of serpentine to weathering (the approach to equilibrium of a system composed
of water, air, and soil) is one of the major reasons for nickeliferous laterite genesis (6). In
the formation of nickel laterite the most important exchange reaction is the exchange of
nickel for magnesium between soil water and
serpentine with the result that magnesium in
serpentine is substituted by nickel.
The great disparity in surface area determined using nitrogen adsorption or mercury
intrusion and that calculated from the Microtrac particle size data, which assumes the particles to be spherical and nonporous, is due in
large measure to the significant particle porosity. Furthermore, the Leeds and Northrup
Microtrac we have has a particle detection
limit of 2 gm and therefore the contribution
of smaller particles to the surface area is not
included, and may be significant although
certainly not of the order of the difference with
the BET or porosimetry determinations. In
Table I, dl0, ds0, and rig0 are the 10th, 50th
(median), and 90th percentile diameters, and
Yournal of Colloid and Interface Sczence, Vol. 143, No. 1, April 1991
56
AVRAMIDIS AND TURIAN
TABLE I
Properties of Laterite Powder
Solid Density: 2.9452 g/cm 3
Particle size distribution
Particle diameter (gm)
Method
d~o
dso
dgo
d~
&
Microtrac
Elzone
Sedigraph
2.14
3.06
0.60
3.48
3.44
4.20
13.70
7.04
21.40
-3.50
--
5.69
4.81
--
Surface area
Pore diameter (t,m)
Method
Specific area (m2/g)
BET
Porosimetry
Microtrac
32.80
35.20
0.56
Volume median
Surface median
Average
0.428
0.023
0.084
(assuming nonporous spherical particles)
Mineral content (wt%)
Ni
Co
1.63 -+ 0.02
0.044 -+ 0.001
Mg
Mn
1.90 -+ 0.03
0.173 -+ 0.002
dn and dv, are the n u m b e r mean and the volume mean particle diameters, respectively.
The clay structure in our test material is
therefore highly porous, and the particles are
subject to swelling and to isomorphous substitutions, with the surface adsorption of ions
from solution existing, though to a limited extent.
Summary of Tests
Characterization experiments included
m e a s u r e m e n t of particle and suspension densities, particle size distribution, BET particle
surface area, mercury intrusion pore size distribution, suspended particle ~" potential using microelectrophoresis, suspension specific
conductance, and sedimentation rate. O f the
three methods used for particle size analysis
(namely, the Microtrac, the Elzone, and the
Sedigraph) which are based on different prinJournal of Colloid and Interface Science, Vol. 143, No. 1, April 1991
Fe
41.5 +- 0.7
AI
4.99 -+ 0.50
Si
4.35 -+ 0.05
Cr
1.55 + 0.01
ciples, the Sedigraph is based on particle sedimentation. Accordingly, particle size data
taken using the Sedigraph under different p H
conditions can be used to infer the state of
particle aggregation. The primary particle size
distribution using the Sedigraph required suspending the laterite particles, which have been
previously repeatedly washed with doubly distilled water, in sodium hexametaphosphate
(Calgon) dispersant solutions. The shear
stress-shear rate behavior of the laterite suspension was determined using a suspension
capillary rheometer. The yield stresses as
functions of solids concentration and suspension pH, or ~"potential, were determined directly using the vaned apparatus. A supplementary set of p H - ~'potential measurements,
at constant ionic strength using KNO3, were
made to provide a more detailed examination
of this dependence. All measurements of the
57
YIELD STRESS OF LATERITE SUSPENSIONS
~ potential were made using the Pen Kern
Model 501 Lazer Zee-meter with a glass
chamber. To ensure that the suspended laterite
particles for the electrophoresis experiments
encounter the same ionic strength as that in
the suspension, the supernatant was used to
suspend the particles for the mobility measurements. The pH of all the suspensions was
varied using ammonium hydroxide (increase)
of nitric acid (decrease), which are 1:1 electrolytes. Sedimentation experiments were carried out using a sedimentation column. The
maximum packing concentration was determined using the Sorvall Model SS-3 centrifuge. A suspension sample was placed in the
centrifuge for about 2 h at 3500 rpm (1019g).
Subsequently the upper portion of the sediment was discarded as this was loosely packed,
and the remaining cake was placed in a dish
for drying until no weight change was observed. From the weight of the cake before
and after drying the liquid weight was obtained
by difference. Thus, with knowledge of the
volumes of the solids and the liquid, the concentration at m a x i m u m packing could be determined.
Well-mixed, representative suspension
samples were used in all experiments. The pHadjusted supernatant was remixed with the
sediment, and the dispersion was allowed to
stand for 20 h when the pH was rechecked. It
was usually found necessary to readjust the
pH after the first 20-h interval, whereupon the
pH was found to remain constant. Suspension
samples having six different pH values were
prepared and used in the experiments together
with the original suspension as received.
pension sample was prepared by mechanical
shaking for 3 h using a paint shaker. Preshearing at high shear rate was carried out in the
capillary rheometer until the shear stress-apparent shear rate data of at least three consecutive runs gave the same curve.
To correct for end effects, and to check for
possible wall effects, tubes of the same diameter but different length, as well as ones of the
same length but different diameter, were used
in the viscometric measurements using the
capillary rheometer. The dimensions of the
capillary tubes used in the measurements are
given in Table II.
The possible presence of wall effects was
checked by plotting the measured wall shear
stress against the apparent shear rate for capillary tubes of the same length but different
diameter. It was found that to within experimental error such plots resulted in single
curves, thereby suggesting that wall effects were
negligible. Nondimensional equivalents of
these plots, in which the friction factor is plotted against the generalized Reynolds number,
were also made and gave the same results.
Several methods were attempted for correcting
the capillary rheometer data for end effects:
the two-tube method proposed by Fredrickson
(7), the single-tube method described by
Skelland (8), and Bagley's method (9). The
two-tube method requires that data with two
different tube lengths, each long enough that
fully developed flow is achieved, be taken for
each tube diameter used. While this method
is more tedious than the single-tube method,
it is definitive. Bagley's method requires crossplotting the measured pressure drop against
Rheological Measurements
TABLE II
The rheological experiments were carried
out using a capillary rheometer designed and
constructed in our laboratory. The laterite
suspension as received was found to possess
some time-dependent rheological behavior,
i.e., thixotropy. All capillary rheometer data
were obtained at 23.5 °C using presheared test
samples of the laterite suspension. The sus-
Dimensions of Capillary Tubes Used in
Viscometric Measurements
Diameter
(cm)
0.4003
0.3155
0.2169
0.1453
Length
(cm)
LID
Length
(cm)
LID
81.3
71.1
61.0
45.7
203
225
281
315
101.6
101,6
91.4
61.0
254
322
421
420
Journal of Colloid and Interface Science, Vol. 143,No. I, April 1991
58
AVRAMIDIS AND TURIAN
the length-to-radius ratio with the apparent
shear rate as a parameter. The method is tedious and the excessive manipulation of the
data seems to magnify errors. Accordingly, the
data were corrected for end effects by the twotube method.
Measurements of the Yield Stress
Using the Vane Geometry
The direct method employed in this work
for measurement of the yield stress of the laterite suspensions was the vane method (10,
11 ). The vaned geometry consists of four thin
rectangular blades welded to a thin, rigid, central, cylindrical shaft at right angles to each
other as shown in Fig. 1. The element is driven
by the Brookfield viscometer motor. The dimensions of the vaned elements used in our
experiments are given in Table III.
The relationship for calculating the yield
stress, r0, can be shown, using an approximate
derivation due to Nguyen and Boger (10), to
be given by
ro -
Jrnax
K
Jmax(L)~ - ro.( 1 + ~oKL DsL)
2 \
where K0 corresponds to zero length of immersion, i.e., L = 0 in Eq. [3]. For each suspension the yield stress is measured using
vanes of different dimensions. For each vane
element used, the torque measurements are
repeated for different values of the immersion
length L. According to Eq. [4] a plot of
Jmax(L)/Ko versus L should yield a straight
line with the L = 0 intercept equal to ro. A
typical plot is given in Fig. 2 for the suspension
with pH 10.11. Such a plot can be used as a
check on the experimentally determined yield
stress. It must be noted that in deriving Eq.
[ 3 ] it was assumed that the stress distribution
was uniform over the circular end surfaces.
Therefore, in our experiments we have used
[1]
where Jmax is the m a x i m u m applied torque,
and
7r
7rD3
K : -~D2H
+ -~
[2]
in which D corresponds to the overall width
of the vane and H is the vane height. As it
stands Eq. [2] does not exclude the vane-top
shearing surface area corresponding to the
shaft radius; in addition we take measurements
with the vane immersed at various depths into
the suspension test sample, and thus allowance
must be made for the extra shearing surface
area IIDsL, where Ds is the shaft diameter and
L is the excess immersed depth beyond the
blade height H . Therefore, we define
!!
L
7r
7rD3 - 71" 3 71KL = -~ D 2H + -~
- ~ D s + "~ D 2sL .
[3]
Equations [ 1] - [ 3 ] can be combined to give
Journal of Colloid and Interface Science, Vol. 143,No. 1, April1991
[4]
FIG. 1. Schematic diagram of vane element.
YIELD
STRESS
OF
LATER1TE
TABLE III
Dimensions of Vanes Used in Yield Stress
Measurements
Vane
(mm)
H
(mm)
Kc
(cm3)
8
9
10
!1
8.0
8.0
10.0
6.0
8.0
16.0
16.0
8.0
1.064
1.868
3.028
0.557
D
several blade diameters to assess the magnitude
of end effects. It is evident from the results in
Fig. 2, and from the analogous results for the
suspension corresponding to the other p H
values, that to within experimental error the
effect of the vane dimensions is accounted for
adequately by this analysis.
RESULTS
AND
59
SUSPENSIONS
shear stress-apparent shear rate data corrected
for end effects were first fitted to logarithmic
polynomials of first, second, and third order.
The polynomial fit with the lowest standard
deviation, that of third order, was chosen to
represent the rR versus 8 V/D relationship.
The wall shear rate, "YR, corresponding to
the wall shear stress T~,, is calculated from the
Rabinowitsch-Mooney relation (12). These
data, expressed in the form of viscosity versus
shear rate, are given in Fig. 3.
The entire set of T versus -y capillary tube
viscometer data were curve-fitted to a n u m b e r
of empirical rheological models. These are the
power-law model
T = m~,n
[5t
the Bingham (Linear) plastic model
T = TO + g0+
DISCUSSION
Determination of the Shear Stress-Shear
Rate Dependence
To calculate the shear stress-shear rate dependence for the laterite suspension, the wall
[6]
the Casson model (4)
~_1/2 = r~/2 + #~/2,~1/2
[7]
and the Herschel-Bulkley (4) model, with n
arbitrary as well as n = ½
IJlllll
I IIIIIH
IIFHrl I Ilrlllr
i
If IHI
i iiiiii i
o
J
o
o
a
+
Vane:
Vane:
Vane:
Vane:
H=Smrn.
H=lSmm.
H=16mm.
H=8ram,
D=8mm
D=Smm
D=10mrn
D=6mrn
i
i
i
r
10
20
30
40
50
L, (rnm)
F I G . 2. J m ~ ( L ) / K o
= 10.1 12.
versus L: Laterite suspension pH
i0°
10~
102
10~
10~
10~
~. (1/see)
FIG. 3. Viscosity-shearrate data for 30.0 wt% laterite
suspension at 23.5°C.
Journal of Colloid and Interface Science, Vol. 143, No. 1, April 1991
60
AVRAMIDIS AND TURIAN
= ~o + u0+ n,
Determination of the Yield Stress
[81
The results are listed in Table IV. The powerlaw and Bingham plastic models do not do a
good job of representing the data over the
whole measured range. The attempt to fit the
data to the Herschel-Bulkley model with n = ½
was suggested by the results of the fit with the
Casson model, and evidently results in an improved comparison with the data as shown in
Table IV. The low value of the flow behavior
index reflects a high degree of non-Newtonian
behavior for the laterite suspensions, even in
comparison to some relatively concentrated
polymeric solutions. This industrial mineral
slurry was tested as received, without washing
nor any particular chemical treatment. The
as-received concentration of 30.0 wt% of this
slurry of highly swelling particles must be considered as extremely high in view of the fact
that the concentration corresponding to maximum packing is only 47.4. The absolute average percentage deviation is defined by
Abs. avg. % deviation
= I ~ {(gexp-- 7"calc)/rexp}l X 100
N
[9]
where rexp is the actual stress corresponding
to the value % rcalc is the calculated value for
the value of'y using the appropriate equation,
and N is the number of data points.
To estimate the yield stress of the laterite
suspension, the r versus 3' data over the lowest
shear rate range from 7.8 to about 200 s -I
were curve-fitted to various viscoplastic rheological models. These included the second- and
third-order polynomial forms
r = ro + #17 + U2"~'2
[10]
-- 70 + u,+ + ~2+ 2 + ~3+ 3.
Ill]
In addition to the forms in Eqs. [10] and [11]
we used the Bingham plastic model, Eq. [6 ],
the Casson model, Eq. [ 7 ], and the HerschelBulkley model, Eq. [8], with n arbitrary as
well as n = ½. The estimated values of r0 obtained by curve-fitting the experimental data
over the range 7.8 to 200 s -1 to Eqs. [6]
through [11 ] are listed in Table V.
The absolute average percentage deviation
is calculated from the individual percentage
deviation between the experimental stress data
point and the corresponding value calculated
using the equation with the adjusted model
parameters. Several comments should be
made about the results in Table V. The value
of the absolute average deviation alone cannot,
in the present case, be used as the sole criterion
for selecting the 'best' equation from among
the ones tested. Thus, although the third-de-
TABLE IV
Rheological Model Parameter for ,/-} Dependence of 30.0 wt% Laterite at 23.5°C a
Model
rn
(g. s"-2/cm)
Power law
Bingham
Casson
Herschel-Bulkley
Herschel-Bulkley
(with n = 1/2)
93.11
n
Absolute average
percentage deviation
0.2549
10.9
ro
(dyn/cm 2)
#o
(g/cm. s)b
n
Absolute average
percentage deviation
447.7
284.6
145.0
0.0148
0.0189
32.3
--0.352
17.9
8.1
8.1
1/2
7.6
208.5
7.75
Shear rate range: 7.8 to 40,000 s-L
b For the Herschel-Bulkley model it0 has units of g- sn-2/cm.
a
Journal of Colloid and Interface Science, Vol. 143, No. 1, April 1991
61
YIELD STRESS OF LATERITE SUSPENSIONS
gree polynomial form, Eq. [ 11 ], results in the
lowest percentage deviation, it is a poor choice;
the relatively large number of adjustable constants and small number of data points, which
also happen to have a large degree of scatter,
results in a "fit" which "weaves" through the
data points. This type of fit minimizes the deviation but is strongly affected by the inherent
scatter and limitations of the data. The
Bingham plastic model, Eq. [6], is inadequate
because as a straight-line equation it is incapable of describing the nonlinear r versus 3/
dependence, which is almost invariably encountered with concentrated systems, in the
low shear rate range. The Casson model, Eq.
[7], seems to do the best job of describing these
data. The estimated value o f t 0 = 141.9 d y n /
cm z compares favorably with the directly
measured value of 148.9 d y n / c m 2 given in
Table V.
Yield Stress-Concentration Dependence
The yield stresses of all laterite suspensions
were determined using the vane method. The
results are given in Table VI.
It is clear that the yield stress increases
steeply with solids concentration. To describe
the yield stress-concentration dependence we
propose the equation
r0 = {1
~x(~/~m) ~
-
(~9/~m)i/3} fl
Estimated Yield Stress Obtained by Fitting Lower Range
of Shear Stress-Shear Rate Data (30.0 wt% Laterite at
23.5°C) a
Bingham
Second degree
Third degree
Casson
Herschel-Bulkley
Herschel-Bulkley
(n = 1/2)
Direct m e a s u r e m e n t
Yield Stress-Concentration Dependence
of Laterite at 23.5 °C
Concentration
(vol%)
Experimental
yieldstress
(dyn/cm2)
Calculatedyield
stress,Eq, (12)
(dyn/crn2)
Percentage
deviation
3.60
5.70
8.30
12.65
15.26
18.86
20.74
6.5
25.8
92.6
148.9
405.0
1254.0
1974.0
7.9
23.8
62.6
213.0
409.0
1079.7
2097.1
-21.5
7.8
32.4
-43.0
- 1.1
13.9
-6.2
in which rx, o~, and fl are positive constants.
The quantity in braces in the denominator
provides a measure of the interparticle distance. The limiting forms of Eq. [12] in the
dilute, (0/q~m) ~ 1, and the concentrated, (~b/
~bm) ~ 1, limits are useful in demonstrating
the roles played by the various coefficients. For
(~b/qSm) ~ 1 the limiting form of Eq. [12] is
given by the expansion
( 7 O / r x ) = (q~/qSm)~f 1 + f l ( O / ~ m ) 1/3
fl( fl- + 1)
+ -
[12]
TABLE V
Equation
TABLE VI
Estimated r0
(dyn/cmz)
Absoluteaverage
percentage
deviation
206.5
154.9
112.7
141.9
138.0
14.2
9.9
6.9
7.0
10.6
128.5
148.9
10.5
--
+
2
(~b/(bm) 2/3
O(qV0m)}
(qS/0m)< 1. [13]
It is clear from this that the term ( 0 / 0 m ) ~ in
the numerator of Eq. [12] is the dominant
term for (4~/~bm) ~ 1. Dilute limit theory ( 13 )
suggests that o~ = 2, which is the value we assume henceforth.
In the concentrated limit, when (~b/~bm) --~
1, the limiting form of Eq. [ 12 ] is given by the
expansion
(~O/Tx)
_(1- 7m/{, _ (O
X (1 -- ~b/q~m) @ O [ ( 1
-- ~b/q~m)2]}
)
a Shear rate range: 7.8 to 200 s -1.
(0/qSm)~ 1
[14]
Journal of Colloid and Interface Science, VoL 143,No. 1, April 1991
62
AVRAMIDIS AND TURIAN
from which it is clear that the term involving
the parameter fl is the dominant term in the
concentrated limit. The parameter rx is the
value of the yield stress when the concentration-dependent factors in the numerator and
the denominator in Eq. [12] are equal. We
assume that ro = ~'x when q~ = ~h0, and Eq.
[ 12 ] gives
(qSO/qSm) = {1 --
(~O/49m) 1131~1~S
[15]
Accordingly, (4~0/qSm) is a function of ( f l / a )
only, and 40 corresponds to the solids concentration above which the denominator concentration factor becomes more important than
the numerator. The values of the parameters
rx and /3 obtained by the method of least
squares were found equal to 176.2 d y n / c m 2
and 0.842, respectively, with the value of q~m
equal to 0.234. The percentage deviation in
Table VI is defined as
% deviation
=
(~xp - ~l~) × I00
[16]
Texp
where reap is the measured yield stress and r~a~
is the yield stress using Eq. [121. The yield
stress-concentration dependence is shown in
Fig. 4.
o
176.2 {~/~km)2
r
-
o
0.0
0.1 - 0.2
0.3
0.4
0.5
(~/%)
0.6
0.7
0.8
0.9
1.0
FIG. 4. Yield stress-concentrationdependence.Laterite
suspension at 23.5°C.
Journal of Colloid and InterfaceScience, ¥ o l .
1 4 3 , N o . 1, A p r i l 1 9 9 1
Yield Stress- ~ Potential Dependence
Table VII summarizes the measurement of
pH, ~"potential, particle size distribution, and
yield stress for the laterite suspensions containing 30.0 wt% solids. The yield stress is highest
at low pH and decreases progressively with increasing pH, with an approximately threefold
decrease as pH is increased from 1.4 to 11.0.
The rapid decrease in the yield stress with increasing pH is similar to the behavior of
aqueous kaolinite dispersions in which the yield
stress decreases with increasing pH and vanishes
at pH 7.0 (14). With the laterite suspension
studied in this work the yield stress remained
quite high even at the highest pH. The monotonic pH dependence observed in this work is
not universal; Thomas (15) reported that the
yield stress of aqueous thorium oxide suspensions increased with pH up to pH 8.0 and then
decreased slowly up to pH 12.0. Heath and
Tadros (16) found that the yield stress of
aqueous silica dispersions increased rapidly
with pH up to pH 8.0, and then decreased
rather steeply up to pH 10.0. A monotonic decrease in the yield stress of kaolinite clay with
increasing pH has also been reported ( 17 ). The
higher values of the yield stress of the laterite
suspensions at the relatively higher flocculated
conditions prevailing at the lower pH values
and the lower values at the relatively less flocculated conditions corresponding to the higher
pH range are in accord with the observations
of Street (18). According to Street, when attractive forces are high (lower values of the ~"
potential), the yield stress is high, and when
repulsive forces are high (higher values of the
~'potential) the yield stress is low. Further, when
repulsive forces predominate, the potential energy barrier which must be surpassed to achieve
flocculation is higher, leading to enhanced stability, moderation of the degree of non-Newtonian behavior, and lowering of the yield stress
value (19).
When the f potential is equated to the Stern
potential, as is usually done (20), the electrostatic repulsive energy will depend on the
square of the ~"potential. Since the van der
YIELD STRESS OF LATERITE SUSPENSIONS
TABLE VII
~"Potential, Particle Size, and Yield Stress versus pH
30.0 wt% Laterite at 23.5°C)
Particle diameter (.um)
pH
~mV)
dlo
dso
dgo
ro
(dyn/cm 2)
1.397
2.608
5.542
7.054*
8.608
10.112
11.011
-2.0
-1.4
-10.1
-13.6
-20.9
-29.1
-30.5
5.8
6.4
8.8
12.4
6.4
8.0
8.4
6.0
7.0
9.8
13.5
10.5
9.2
9.7
6.0
7.5
12.9
14.8
12.4
14.3
14.0
169.5
178.0
a
148.9
105.9
80.5
59.3
Test sample destroyed.
bLaterite suspension as received,without additives.
Waals energy of attraction is independent of
surface potential, the total energy of interaction as well as the interactive force between
the particles will vary as the square of the ~
potential (21 ). Hunter and Nicol (13) plotted
r0 versus the square of ~"potential for kaolinite
dispersions and found that a straight line resulted independently of the means by which
the ~'potential was made to vary, i.e., whether
by addition of a m m o n i u m or phosphate ions.
Figure 5 is a plot of ro versus the square of
the ~"potential for the laterite suspensions in
this study. The straight line represents the
least-squares fit to the data, and is given by
r0 = 170.8 - 0.118~"2
63
A = Hamaker constant
dp = particle diameter
S = area of interaction between particles
(red2/4)
Xo = half-distance of closest approach of the
planes of shear of the particles
= volume fraction of solids
e = dielectric constant of the medium
K = Debye-Huckel parameter
The r0 versus ~-2 dependence of laterite suspensions depicted in Fig. 5 is clearly consistent
with Eq. [ 18 ]. The slope and intercept of the
ro versus ~-2plot can be used to determine the
parameters A, X0 and dp in Eq. [ 18 ], if one of
them is known. The remaining variables in
the equation can be either measured or estimated as in the case of K.
Straightforward superposition of the yield
stress-concentration dependence given by Eq.
[ 12 ] and the yield stress- ~" potential dependence given by Eq. [17] can be achieved by
assuming the parameter rx in Eq. [12] to have
the form
rx = rxo + rx, ~2.
[ 19 ]
g
[17]
in which r0 is in d y n / c m 2, and ~'is in mV. It
was shown by Hunter and Nicol (13) for dilute
suspensions exhibiting plasticity that the yield
stress is related to interparticle forces by the
relation
~~
o
=
.
-
o
24q52S { A
" t o - rr2dp3 48rrX2
-
e--5-~( 1 - tanh KX0)~'2I
4rr
J
[18]
in which the first term in the braces accounts
for the attractive energy, and the second for
the repulsive energy. The definitions of the
variables in Eq. [ 18] are as follows:
i
200
4oo
i
6oo
¢~,(mv)=
[
BOO
i000
FIG. 5. Yield stress-~"potential dependence. Laterite
suspension at 23.5°C.
Journal of Colloid and Interface Science, Vol. 143, No. i, April 199 l
64
AVRAMIDIS AND TURIAN
Accordingly, superposition of Eqs. [ 12 ] and
[ 17 ] gives the general relation
(Txo q- TXl ~'2)(q~/q~m)2
r0 =
{1 - (qS/qSm)l/3} ~
[201
The parameters rxo and rxl in Eq. [19] can be
calculated from r0 vs. ¢ and ~"data using Eqs.
[ 12 ] and [ 17 ]. Finally, Eq. [ 20 ] reduces to the
form given by Hunter and Nicol (13) in the
limit (q~/~bm) ~ 1.
It should be noted that zeta potential measurements are carried out on an ore body and
thus they represent an average value of the
zeta potential of the various mineral constituents present in the laterite. For recent work
on the zeta potential of mineral suspensions
see (22-25).
Sedimentation Rate and Dependence of in
Situ Particle Size and ~ Potential on p H
The rate of settling of solids of the laterite
suspension as received (pH 7.054, ~"potential
= - 1 3 . 6 mV) was determined using a sedimentation column. The sedimentation data
are presented in Fig. 6. It is clear that the suspension had a tendency to settle relatively fast,
attaining virtually complete settling in about
50 h. These observations are compatible with
the stability characteristics of Riddick (26).
Accordingly, the suspension was at the threshold of agglomeration and the rapid settling occurred because of the larger size of aggregates.
The final sediment which was formed was
loosely packed, was easy to resuspend, and had
a sediment porosity of 0.819. This corresponds
to a sediment volume fraction of solids of
0.181 as compared to a maximum packing
volume fraction of 0.234. These findings are
in accord with the sediment Characteristics of
flocculated suspensions (3, 4).
A comprehensive preliminary set of experiments was performed at constant ionic
strength to establish the dependence of the ~"
potential on pH for the laterite suspension. It
should be noted that the same value of the ~
potential was obtained regardless of whether
the desired p H value was attained from a
higher or lower point. The results of these
measurements are given in Table VIII, and
they are plotted in Fig. 7.
It is evident from Fig. 7 that at very low pH
values the ~"potential starts out at low positive
values. Positive f-potential values are also ob-
Volume C o n c e n t r a t i o n = 12.7%
Solids Density
= 2.9452 g / c e
S e d i m e n t Porosity
= 0.{319
~o
e~
i
too
200
300
400
Time (hours)
FIG. 6. Sedimentation data for 30.0 wt%laterite suspension at 23.5°C.
Journal of Colloid and Interface Science, Val. 143,No. 1, April 1991
500
YIELD STRESS OF LATERITE SUSPENSIONS
65
(28) reported a charge reversal phenomenon
at
a pH of 11.8 for red m u d suspensions.
Dependence of ~ Potential on pH
Stannic
oxide exhibited two isoelectric points
(Laterite Suspension at 25°Cy
(22), and aqueous graphite suspensions ex~" P o t e n t i a l
Specific c o n d u c t a n c e
hibited three isoelectric points (29). The ~'popH
(mV)
(rnmho/cm)
tential attains zero values at pH values of ap0.640
+2.00
58.5
proximately 1.08 and 11.12. The monotonic
1.084
+0.08
47.3
increase in negative value of the ~" potential
1.426
-3.40
9.4
over the pH range of approximately 1. l to 11.1
2.578
-4.40
25.3
could
be explained by the following argument.
3.793
-8.t0
23.8
At
low
pH values a relatively larger number
4.208
-9.30
30.7
6.430
- 12.00
34.7
of hydrogen ions are in the proximity of the
7.022
- 13.30
1.1
suspended particles, thus reducing the net
7.520
-19.0
26.9
negative charge and therefore leading to pos9.011
-24.00
25.8
itive
or low negative values of the ~ potential.
9.589
-28.00
23.0
Also,
it is believed that ionization of ampho10.052
-28.70
23.6
11.057
-31.10
14.3
teric surface groups occurs widely in clay sys11.102
-8.60"
26.1
tems.
11.132
+4.60
14.9
Aging is an important phenomenon with
11.426
+8.10
15.1
suspensions exhibiting yield stress (30, 31 ).
12.236
+11.60
1.6
For the laterite suspensions studied in this
12.357
+10.40
1.5
work, however, the ~'potential-pH data shown
a To correct for temperature effects use the equation in Fig. 7 and taken a year apart suggest no
~co, = ~'me~(l-0.02AT), where AT = T - 20 and tem- aging effects.
peratures are in °C.
TABLE VllI
served at very high pH. The very low and very
high pH limits are, therefore, in the ranges
where the ~'-potential curve crosses the ~"= 0
axis, and consequently these are pH values
where agglomeration and settling effects are
strong. Over the range of pH from 0.64 to
about 11.06 the ~" versus pH curve is nearly
linear with ~', decreasing from +2.0 to about
- 3 1 . 0 mV. In this range of pH the straight
line obtained by the method of least squares
is given by the equation
o
Data taken
one year
apart
o
.06(p~)
%
~T
° D
~"= 3.71 - 3.06(pH).
[21]
In Eq. [21] ~"is in millivolts. Above a pH of
11.06 the ~"potential increases very abruptly,
resulting in virtually instantaneous reversal
from negative to positive ~" potential values.
The p h e n o m e n o n of charge reversal is quite
c o m m o n a m o n g suspensions of clay particles
(27). It is clear from the data that the ~"potential is quite sensitive to pH. Hirosue et al.
?
?
i
2
4
i
6
pH
i
8
10
12
FIG. 7. ~ Potential versus pH for laterite suspension at
23.5o C.
Journal of Colloid and Interface Science, Vol. 143, No. 1, April 1991
66
AVRAMIDIS
From Table VIII it is seen that the specific
conductance attains its m a x i m u m values at
the lowest pH values and its minimum values
at the highest p H values. The m i n i m u m value
of the specific conductance occurs at pH 7.0221
which corresponds to the suspension with no
added electrolyte. The presence of added electrolyte causes hydrogen ions to be available to
contribute to the conductivity. With no added
electrolyte, for the suspension as received,
most hydrogen counterions are associated with
the particles and are not free to contribute to
the conductivity of the laterite suspension. In
addition, counterions inherent to clay, possible
ion-exchange mechanisms, and conduction
mechanisms in interacting clay systems can
affect suspension conductivity. However, it is
difficult to infer the intrinsic contribution of
the laterite to the conductivity.
A summary of the results of the particle size
distribution measurements obtained by gravity
sedimentation is given in Table IX. These results provide a view of the approximate in situ
size distribution of particle aggregates as a
function of pH. The laterite suspension as received had a p H value of 7.054 which demarcates the low and high p H ranges in Table IX.
The median diameter, ds0, increases with pH
up to a pH of 7.054, and it decreases again as
the pH is increased above the value 7.054. The
10th, 50th (median), and 90th percentile diameters (i.e., dl0, ds0, and d9o) listed in Table
IX suggest that the in situ particle aggregate
size distributions are rather narrow, especially
in the acidic range, although the mean particle
aggregate size does depend on pH. These percentile values were read from the cumulative
size distribution curves. The other diameter
values in Table IX, i.e., dn, ds, dr, dsv and dw,
are the number mean, the surface mean, the
volume mean, the surface-volume mean, and
the mass mean diameters, respectively. It is
possible to infer the relative significance of the
rate of flocculation from the values of the 10th,
50th, and 90th percentile diameters. The onset
of flocculation is marked by a sudden rise in
the cumulative mass percentage value, folJournal of Colloid and Interface Science, VoL 143, No. 1, April 1991
AND
TURIAN
lowed by a steep drop. Thus the rate of flocculation is higher when the values of dl0 and
d9o are close to each other and it diminishes
with the difference in these two values progressively higher. Accordingly, it can be inferred that the rate of flocculation for the suspension with pH 1.397 ( ~"= - 2 . 0 m V ) is high
and diminishes as the pH increases to the value
7.054 corresponding to the suspension as received. This behavior is in accord with the stability characteristics cited by Riddick (26).
Finally, flocculation is absent for the suspensions with pH higher than 7.054. The rate of
flocculation decreases with increasing particle
size for the laterite suspensions in acidic environments. This result agrees with the fact
that small and large particles, with identical
double layers, present identical repulsive potential curves for the interaction of unit surface
areas. However, the total particle repulsion will
be smaller for the small particles (3), and consequently flocculation is more pronounced for
the suspension of smaller particles. As the pH
increases above the value of 7.054 for the suspension as received, the rate of flocculation
diminishes as the suspension approaches more
stable states (negative of ~-increases). The last
two rows of Table IX contain the particle size
data obtained using sodium hexametaphosphate (Calgon) solution as a dispersant. The
median diameter dso obtained using the Sedigraph with the laterite particles suspended
in a 0.005 wt% Calgon solution as a dispersant
is equal to 4.2 #m, which compares well with
the values of 3.44 and 3.48 t~m in Table I.
SUMMARY
Colloidal, shear-dependent, concentrated
aqueous laterite suspensions were characterized and their theological behavior described.
From the results obtained in this work the following conclusions are drawn:
1. The laterite suspension is strongly nonNewtonian. The flow behavior index scarcely
attained a value greater than 0.5 over the entire range of shear rate studied, from 7.8 to
40,000 s -1 .
67
YIELD STRESS OF LATERITE SUSPENSIONS
TABLE IX
Particle Size Data for Laterite Using the Sedigraph
Panicle size (gm)
pH
(mV)
dw
dso
dgo
dn
d~
dv
d~v
dw
1.397
2.608
5.542
7.054 a
8.608
10.112
11.011
b
c
-2.0
-1.4
- 10.1
-13.6
-20.9
-29.1
-30.5
---
5.8
6.4
8.8
12.4
6.4
8.0
8.4
0.6
--
6.0
7.0
9.8
13.5
10.5
9.2
9.7
4.2
0.7
6.0
7.5
12.9
14.8
12.4
14.3
14.8
21.4
11.7
5.8
6.6
9.8
1.1
10.6
0.4
7.4
.
.
5.9
6.7
9.9
2.2
10.7
0.8
8.1
6.0
6.8
10.0
3.8
10.8
1.6
8.6
.
.
6.1
7.1
10.3
11.8
11.1
6.6
9.8
6.7
7.8
11. I
14.0
11.7
10.5
11.0
.
.
.
.
.
.
Suspension as received.
b Suspending medium: 0.005% Calgon solution.
c Suspending medium: 0.05% Calgon solution.
2. The modified Herschel-Bulkley model
seemed to give the best overall fit of the shear
stress-shear rate dependence over the entire
range of shear.
3. Estimates of the yield stress obtained indirectly by various extrapolations using shear
stress-shear rate data gave values which were
of the same order as the value determined directly using the vane geometry. The yield stress
was correlated with concentration using a twoparameter nonlinear model possessing the appropriate low- and high-concentration behavior, and was found to possess a straight-line
dependence on the square of the ~"potential.
4. In the pH range 0.64 to about 11.0 the
relationship between pH and ~"potential is linear. The in situ particle size distribution over
the entire pH range examined was rather narrow. The degree of flocculation was found to
be high for acidic environments.
5. Suspended particle size distribution,
suspended particle ~ potential, extent of flocculation, and suspension yield stress depend
strongly on pH.
ACKNOWLEDGMENTS
This work was supported by the International Fine Particle Research Institute, Inc. (IFPRI), and by the Division
of Chemical and Process Engineering of the National Science Foundation through Grant CPE8111258.
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