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Predicted elastic properties of the hydrous D Phase at mantle pressures:
Implications for the seismic anisotropy of subducted slabs near 670 km
discontinuity and in the lower mantle.
David Mainprice*a, Yvon Le Page b and John Rodgers c
aGéosciences Montpellier UMR CNRS 5243, Université Montpellier II, 34095
Montpellier, France bICPET, National Research Council of Canada, Canada.
cToth Information Systems Inc., Ottawa, Canada.
* corresponding author tel: +33-4671432832; fax: +33-467143603
email: [email protected]
Submitted to Earth and Planetary Sciences Letters 22nd February 2007
Predicted elastic properties of the hydrous D Phase at mantle pressures:
Implications for the seismic anisotropy of subducted slabs near 670 km
discontinuity and in the lower mantle.
David Mainprice*a, Yvon Le Page b and John Rodgers c
aGéosciences Montpellier UMR CNRS 5243, Université Montpellier II, 34095
Montpellier, France bICPET, National Research Council of Canada, Canada.
cToth Information Systems Inc., Ottawa, Canada.
* corresponding author tel: +33-4671432832; fax: +33-467143603
email: [email protected]
Abstract
The dense hydrous magnesium silicate called the D phase is the most likely
candidate to recycle hydrogen into the lower mantle in subduction zones. As
seismology represents the preferred method to detect this mineral in subduction
zones, the single crystal elastic tensor has been calculated using first principle
methods. A triple cell (P
!
3_
m1) was used to account for an ordered ideal
composition of the D phase to lower mantle pressures. The elastic tensor of the
mineral at ambient conditions is predicted to be C11 = 387.7, C33=287.7,
C44=100.4, C12=108.0, C13=51.1, C14=-14.6 in GPa with bulk modulus at zero
pressure Ko=163 GPa and a statistical error of about 4.0 GPa for all constants.
The pressure derivatives of the elastic constants have been determined to
pressure of 80 GPa. Our tensor correctly predicts the published experimental
measurements of linear compressibility along the a- and c-axes, the logarithmic
pressure derivative of the c/a axial ratio and bulk modulus at zero pressure. It
contradicts the experimentally measured elastic tensor reported by Liu et al.
Solid State Comm. 132 (2004) 517-520, which fails reproduce the experimental
compressibility data.
Using the elastic constants and density predicted to 85 GPa the seismic
anisotropy of P- and S-waves has been calculated as a function of pressure. The
single crystal has high P-wave velocities and shear wave splitting in the basal
plane below 20 GPa. At high pressures, the maximum P-wave velocities have
three fold symmetry normal to a-axes in the basal plane, where as the maximum
shear wave splitting is parallel to a-axes with twofold symmetry. The D phase
has high Vp and Vs anisotropy at ambient pressure, 17.6% for Vp and 19.9% for
Vs. The Vp anisotropy decreases with increasing pressure to about 30 GPa,
while it remains constant at 8% from 30 to 85 GPa. The Vs anisotropy decreases
to 17% at 20 GPa and then increases to 22% at 85 GPa. The isotropic velocity
ratios of S to P (Rs/p), bulk sound to S (Rφ/s) and density to S (Rρ/s) are
calculated as a function of pressure. The Rs/p shows very little variation with
pressure with low value of 0.6, whereas both Rφ/s and Rρ/s increase with
pressure to peak values at about 60 GPa of 2.8 and 2.0 respectively.
The presence of the D phase in subducted horizontal ‘stagnant’ plates in the
circum Pacific could contribute to a number of seismic observations, such as the
observed velocity heterogeneity at depths between 500 and 1000 km and the fast
S-waves travelling horizontally with horizontal polarization in this depth range.
Further the lower density of the D phase compared with anhydrous minerals
could influence buoyancy of the hydrated ‘stagnant’ slabs.
Keywords: D phase, ab initio ; elastic properties ; subduction ; seismic
anisotropy; lower mantle
1. Introduction
Subduction zones are regions where plates composed of a thin veneer of
sediments, hydrated oceanic crust and upper mantle are transformed by
metamorphic processes into an exotic patchwork of high-pressure minerals at
great depths [1]. Many of the minerals postulated to exist at great depth in
subduction zones have only been synthesised in the laboratory at extreme
conditions of pressure and temperature, with no natural occurrences having been
reported [2]. One group of minerals that are expected to be important
components of the hydrated mantle, which is taking part in the recycling of
hydrogen at depth, are the dense hydrous magnesium silicates (DHMS) [2-4].
The first DHMS were discovered in the pioneering high pressure experimental
petrology work of Ringwood and Major [5], who synthesised the minerals
known as the alphabet phases, A, B and C. Later other alphabet phases were
recognised, of which the D (Liu, 1987)[6], E (Kanzaki, 1991)[7] and
superhydrous B (Gasparik, 1993)[8] are now well established. Other phases
initially called F (Kranaki, 1991)[7] and G (Ohtani et al., 1997; Kudoh et
al.1997)[9-10] are now considered (see Frost [3]) to be the same as the D phase
originally described by Liu [6](1987). Liu synthesised the D phase in a laser
heated diamond anvil cell at pressures greater than 22 GPa from serpentine
starting material. He was the first to recognise the potential of the mineral as a
water storage site in the mantle. The D phase is the DHMS which is stable at the
highest pressures, and hence the most likely candidate to host hydrogen into the
lower mantle at pressures of 25 GPa (Frost and Fei, 1998) to 44 GPa (Shieh et
al. 1998)[11-12] and temperatures up to 1400°C. In addition the D phase can
contain between 10 to 18 weight percent water (Yang et al., 1997)[13], making
it one of the most water rich minerals stable at high pressure, which can coexist
with ultramafic mantle assemblages. The ultimate depth of the D phase is
limited by the reaction D phase + ferripericlase = Mg-perovskite + water (Frost,
2006) [2], the D phase may be present to depths of 1200-1500 km [14].
The exploration of the structure, composition and dynamics of subduction
zones requires accurate interpretation of geophysical observables, such as the
lateral and vertical variation of seismic velocities. To achieve this goal, the
mineral physics community has to provide elastic properties of candidate
minerals for subduction zones at the appropriate physical conditions of the
Earth’s interior. Iwamori (2004) [15] finds that the D phase is 46.6 and 54.7
modal percent of water saturated Lherzolite and Harzburgite respectively, at
pressures between 12 and 28 GPa, hence the D phase is twice as abundant as
any other mineral in rocks of these compositions. Iwamori’s results suggest that
the D phase will be approximately 50 percent of a subducted peridotite between
350 and 800 km depth in a subduction zone. Similarly Ohtani et al. 2004 [14]
reported 52.6 to 57.0 percent D phase for hydrous peridotite composition in the
pressure range 18 to 35 GPa. Combining both studies gives a depth range from
350 to 950 km over which the D phase is the dominant mineral along a cold slab
geotherm [16]. Such large volume fractions of the D phase are likely to have an
important impact on seismic properties in subduction zones. In this paper we
will explore the elastic properties of the D phase to lower mantle pressures using
first principles atomic scale modelling. Where available, we will compare model
predictions with experimental data. We will use the elastic single crystal
constants to calculate the upper bounds of the contribution of the D phase
seismic anisotropy of hydrated slabs at lower mantle pressures.
2. Computation details
2.1 Preliminary structure modeling
The initial structure model was taken from the refinement [13] of a disordered
material with space group P
!
3_
1m and cell formula Mg1.11 Si1.89 H2.22 O6. The
crystal structure of phase D is based on a hexagonal closest-packed array of
oxygen atoms. All cations except hydrogen are in octahedrally coordinated sites.
The phase D structure is composed of alternating layers of SiO6 and MgO6
octahedra stacked along c-axis. The layers of SiO6 octrahedra have a structure
similar to Brucite, except that one in three silicon sites are vacant. The
octrahedra of MgO6 occur above and below every vacant silicon site. The
hydogens are situated in the MgO6 layers bonded to the oxygens of the SiO6
octrahedra (see Figure 1). As quantum simulations cannot handle mixed
occupancy or H disorder, we created a corresponding ordered and stoichiometric
model in the triple cell (or supercell) with edges a-b, a+2b, c (Table 1b, Figure
1), resulting in space group P
!
3_
m1. CuKα1 X-ray powder patterns calculated for
the two models (a) and (b) from Table 1 were indistinguishable to the eye even
for their very weak reflections, confirming the equivalence of the two structure
models.
2.2 Ab initio computations
The elastic calculation and interpretation scheme was that described in [17]. It
was implemented here with two strain magnitudes of 0.5 and 0.75%. Input data
files for VASP [18-20] were generated by Materials Toolkit [21] and used the
following execution parameters: GGA PAW potentials [22]; electronic
convergence at 1x10-7 eV; convergence for forces 1x10-4 eV/Å; Davidson-
blocked iterative optimization of the wave functions in combination with
reciprocal-space projectors [23]; reciprocal space integration with a Monkhorst-
Pack scheme [24]; and a Methfessel-Paxton smearing scheme of order 1 and
width 0.2 eV for energy corrections [25]. Spin polarization corrections were not
used. The k-mesh grid used for all optimizations was 3x3x5. A maximum of 30
iterations for preliminary optimization of the undistorted structure and 20
iterations for elastic calculations ensured proper convergence of atom relaxation,
calculated energy and stress. Elastic calculations required about 4 cpu x days
each on 2.8-gigahertz Intel Xeon PCs running parallel VASP.4.6.3 under Linux.
Starting from the ordered structural model in Table 1, we first optimized its
atom coordinates, retaining its zero-pressure experimental cell data. The
corresponding calculated pressure was -5.45 GPa. This value constitutes the
offset between experimental and calculated pressures. Such an offset is expected
and is due to slight imperfections in the representation of the core electron
density for calculated ab initio potentials. This offset is used later in the
interpretation of results as a uniform correction to all calculated pressures.
Re-starting from the optimized coordinates in the experimental zero-pressure
cell, we then performed cell-and-coordinates optimizations at calculated
pressures from -10 to +80 GPa in 5 GPa steps, thus covering the approximate
range of true pressures from -5 to +85 GPa. The additional data points at -5 and
+85 GPa allow derivation of sensible polynomial expressions that are valid in
the known stability range extending from 0 to 80 GPa. Convergence turned out
to be slow, probably due to in part to the relatively high number of atoms per
primitive cell and in part to small drifts from constrained atom coordinates.
Three rounds of optimizations with respectively 30, 20 and 20 iterations were
required to reach convergence of cell data and constrained atom coordinates.
Results from those structure optimizations are listed in Table 2.
We then used the Materials Toolkit [21] implementation of the procedure
described in [17] to generate appropriate cell distortions of the above optimized
models for space group P-3m1. This gave least-squares numerical values for the
independent elastic tensor coefficients (Table 3). No least-squares standard
uncertainty on the individual tensor coefficients exceeded 4 GPa. It should be
stressed that those values are expressed in the IRE reference system [26] for the
P
!
3_
m1 and P
!
3_
1m space groups with an orthogonal frame with X1 axis parallel
to a-axis, X3 axis parallel to the c-axis and the mutually perpendicular X2 axis
completing the right-handed system. Equivalent isotropic values for the bulk
modulus, the shear modulus and Young's modulus are of course independent
from the reference system used. They are also shown in Table 3 together with
the density as well as the P-wave and S-wave velocities. Table 4 lists
coefficients for third-degree polynomial least-squares fit to all those quantities.
Those polynomial expressions allow straightforward computation of smoothed
values for the quantity, as well as its first and second derivatives at any pressure
between 0 and 80 GPa.
3. Comparison with experimental data
Over the last 10 years first principle calculations have become increasingly
important in the exploration of the elastic properties of minerals at high
pressure, see for example the review by Karki et al. 2001[27]. However, it is of
utmost importance to ensure that model calculations reproduce experimental
data. The initial requirement to make accurate elastic constant calculations is the
predicted unit cell parameters must be well optimised. The change in the cell
parameters with pressure is show in Figure 2 for the experimental results of
Frost and Fei (1999) [28] and compared with our ab inito predictions using
VASP. The agreement is very good in the experimental pressure range to 30
GPa and predictions to higher pressures accord well with values at lower
pressures. Our fitting of the data of Frost and Fei (1999)[28] to a third order
Birch-Murnaghan finite strain equation of state [29] gives bulk modulus at zero
pressure Ko=166±6 GPa, very similar to their quoted value of Ko=166±3 GPa
and our calculated value of Ko=163±4 GPa. Tuschiya et al. (2005)[30] report a
first principles calculation of Ko=147.3 and 185.8 GPa for their hydrogen off-
centered and hydrogen centered structure models respectively.
The experimental determination of the single crystal elastic constants of the
D phase has been reported by Liu et al. 2004 [31]. Several small crystals of the
D phase with sizes up to about 80 µm in diameter were synthesized at 19 GPa
and 1000°C. Samples composed of several small single crystals were studied by
Brillouin spectroscopy at ambient conditions. Although spectra were recorded
from several individual crystals, for a given crystallographic plane, most of the
data were incomplete. However, their data obtained from one particular
crystallographic plane yield satisfactory results and to increase reliability the
spectrum was recorded several times on the same plane. The elastic constants
from Liu et al.’s study using the P
!
3_
1m space group are C11=284.4±3.0,
C33=339.4±9.1, C44=120.7±1.9, C12=89.4±4.2, C13=126.6±3.1 and C14=-
4.7±1.4 in GPa. For comparison our calculated elastic constants at 0 GPa in
Table 4 in the P
!
3_
m1 space group the C11 = 387.7, C33=287.7, C44=100.4,
C12=108.0, C13=51.1, C14=-14.6 in GPa with a statistical error of about 4.0
GPa. We can see that for Liu et al. data C11< C33, whereas our calculated Cij
have C11> C33. This very fundamental difference is not caused the space group
setting. Both space groups have the same point group symmetry
!
3_
m, and use
the same Cartesian reference axes for the elastic tensor given above. This is
evidenced by the fact that both studies report the same 6 independent Cij (e.g.
Nye [32]). The C11 is the stiffness parallel to the a-axis, whereas the C33 is the
stiffness parallel to c-axis. The different relative magnitudes of C11 and C33
between the experimental elastic constants and the theory calculations is then a
major discrepancy with no counterpart to our knowledge in oxides or silicates.
Three parameters related to the compressibility of the crystal can be used to
test the validity of the elastic tensors against experimental data. Firstly, the
linear compressibility (β) along the a-and c-axes of the crystal at a given
pressure can be calculated from the compliance tensor Sij from the formula
given by Nye [32] as,
β = (S11+S12+S13) - (S11+S12-S13-S33)cos2θ
for trigonal crystals where θ is the angle between the c-axis and the direction
under consideration. Secondly, the logarithmic pressure derivative of the axial
ratio c/a can be calculated at given pressure by the formula originally given by
Franck and Wanner (1970) [33] as
dln(c/a)/dp = -(C11+C12-C33-C13)/(C33(C11+C12)-2C132) = S11+S12-S13-S33
The analysis is valid for any crystal with uniaxial symmetry of linear
compressibility about the unique c-axis, which are tetragonal, trigonal and
hexagonal symmetry crystals of all classes. Linear compressibility being strain
per unit change in pressure, it then is a second rank tensor, representable by an
ellipsoid similar to thermal expansion which is strain per unit change in
temperature. Note that 4 of the 6 independent compliance tensor Sij values are
used in the calculation of both β and dln(c/a)/dp. These parameters are therefore
a stringent test of the validity of the elastic tensor. The sign of C14 determines
the azimuth of elastic anisotropy about the c-axis and the magnitude of C14
determines the degree of departure from a hexagonal symmetry, which implies a
zero value for C14. Figure 3 illustrates the change of linear compressibility
along the a-and c-axes as a function of pressure. The experimental data of Frost
and Fei (1999) [28] show that the c-axis is more compressible than the a-axis at
low pressure and that both axes have approximately the same compressibility at
the highest experimental pressure of 30 GPa. The first principle calculations
show exactly the same trend and that both axes have approximately the same
compressibility from 40 to 85 GPa. In contrast the linear compressibility
calculated using the elastic constants of Liu et al. have the a-axis more
compressible than the c-axis in contradiction with the experimental results.
Figure 4 shows the logarithmic pressure derivative of the c/a axial ratio
calculated in two different ways; firstly from the unit cell axes from the
experiments of Frost and Fei (1999) [28] and the VASP models, and secondly
from the Cij stiffnesses measured by Liu et al. [31] and the VASP models. The
derivatives calculated from the unit cell axes agree very well between
experiment and theory up to 20 GPa. Above 20 GPa the agreement is less
apparent, but there is some scatter in the experimental c/a ratios above 20 GPa
(Figure 2) so the derivatives may be less reliable. The derivatives calculated
from the Cij stiffnesses show that the VASP results agree well with the
experimental data, and of course with VASP results from the unit cell axes.
However, the derivative calculated from the Cij stiffnesses of Liu et al. [31]
produces a positive derivative at ambient pressure, whereas the experimental
data of Frost and Fei (1999) [28] and the VASP results indicate a clearly
negative derivative at pressures of less than 20 GPa. Unfortunately in the Liu et
al. paper, an inadvertent change in the sign of their calculated derivative to
negative, led them to report that their results were compatible with the data of
Frost and Fei (1999) [28]. Thirdly, we calculate the Voigt-Reuss-Hill average
bulk modulus at zero pressure from the single crystal elastic constants, the
elastic tensor of Liu et al. [31] gives Ko=175.3±14.8 GPa. Note the rather large
error bar given in their paper, whereas our calculated tensor gives Ko=163±4
GPa, which is much closer to the experimental result of Frost and Fei (1999)
[28] of Ko=166±3 GPa.
In this section we have compared our calculated structural and elastic data
for the D phase with experimental data to 30 GPa. The agreement between
theory and experiment is very good suggesting we can have confidence in our
predictions to higher pressures. However, we have unexpectedly revealed that
there is a major inconsistently between the experimentally measured single
crystal elastic constants reported by Liu et al. [31] and experimentally measured
compressibility as well as our own calculated elastic constants.
4. Elastic and seismic properties as a function of pressure
Hydrostatic pressure is now known to have a major influence on the elastic
properties of minerals at the high pressures found in the Earth’s mantle (e.g.
Karki et al. 2001 [27]). Our calculated single crystal elastic constants for the D
phase as functions of pressure are shown in Figure 5a. All moduli of the elastic
constants increase as a function of pressure. The increase of the modulus of C14
is considerable, enhancing the trigonal character (three fold symmetry about the
c-axis) of the elastic anisotropy, as opposed to the cylindrical symmetry of
elasticity that hexagonal crystallographic symmetry would produce. At about 40
GPa several pairs of elastic constants, C11 and C33, and C13 and C66 are
coincidentally nearly equal. At 40 GPa Tsuchiya et al. (2005) [30] observed in
their first principle calculations a change in pressure-induced hydrogen bonding
from asymmetric to symmetric OH bonding and suggested that important elastic
changes would occur at this pressure. The Voigt-Reuss-Hill average isotropic
bulk and shear moduli increase with pressure (Figure 5b), the bulk modulus
increasing more quickly than the shear modulus. We did not observe the
reported increase in the bulk modulus by 20 percent at 40 GPa reported by
Tsuchiya et al. (2005) [30] corresponding to the change from their hydrogen off-
centered structure (Ko=147.3) to the hydrogen centered structure (Ko=185.8
GPa). We instead observe a continuous variation of the bulk modulus with
pressure to 85 GPa, which could be taken for a change in slope in a study over a
smaller range of pressure. However, we did notice other changes in Cij at 40
GPa and our results also agree with their predictions that the compressibilities of
both a-and c-axes become almost equivalent above 40 GPa (Figure 3).
To understand the evolution of the seismic anisotropy of the D phase crystal
as a function of pressure we have calculated the seismic velocities for a given
propagation direction from the Cij and the density at each pressure using the
Christoffel equation (e.g. Mainprice 2007 [34]). The percentage anisotropy (A)
is defined here as A=200 (Vmaximum - Vminimum) / (Vmaximum +
Vminimum), where the maximum and minimum are found by exploring a
hemisphere of all possible propagation directions. Note that for P-wave
velocities the anisotropy is defined by the maximum and minimum velocities in
two different propagation directions, for example the maximum A is given by
the maximum and minimum Vp in a hemisphere. In contrast, in an anisotropic
medium there are two orthogonally polarized S-waves with in general different
velocities for each propagation direction, hence A can be defined for each
direction. Contoured upper hemisphere stereograms of P-wave velocity (Vp),
percentage shear wave splitting (AVs) defined by the A parameter above as well
as polarization of the fastest S-wave (Vs1) are shown in Figure 6. For Vp we
note that the fastest P-waves travel in the basal plane in almost every azimuth at
low pressure. In contrast at pressures greater than 20 GPa the fastest P-wave
velocities are along specific directions normal to a-axes in the basal plane. The
change in the distribution of P-wave velocities corresponds to the increase in
absolute magnitude of the negative C14 constant with pressure (Figure 5,Table
3) with increasingly clear three fold symmetry of the Vp distribution about the
c-axis (Figure 6). Similar symmetry effects with increasing pressure also occur
for S-waves with AVs anisotropy parameter being uniformly high in the basal
plane at low pressure changing to pronounced maxima parallel to a-axes at high
pressure. The centrosymmetric nature of elastic properties combined with the 3-
fold axis along X3 causes the apparent six fold symmetry of AVs maxima in the
basal plane. The out-of-basal plane minima display the expected three fold
symmetry. The polarization of the fastest S-wave in Figure 6 reveals that the
polarization is parallel to the basal plane at low pressure for high AVs values for
propagation directions in the basal plane. In contrast at high pressure high AVs
values parallel to the a-axes in the basal plane have inclined polarizations to the
basal plane, and the sense of inclination between adjacent a-axes is different,
hence there is really three fold symmetry not the apparent six fold symmetry
given by the AVs plot alone. As expected, Figure 6 clearly obeys Neumann’s
principle for the D phase at the various pressures.
Apart from the fine detail of elastic changes that occur in the D phase with
pressure we have plotted the variation of P- and S-wave anisotropy with
pressure (Figure 7). The seismic anisotropy of the D phase at low pressure is
high at 17.6 and 19.9 percent for P- and S-waves respectively, but their
evolution with pressure is very different. The P-wave anisotropy slowly
decreases to achieve a constant value of about 8 percent from 30 to 85 GPa. The
S-wave anisotropy decreases to a minimum value of 17 percent at 20 GPa and
then steadily increases to 22 percent.
Finally the isotropic velocities and their ratios can be calculated using the
isotropic bulk and shear moduli (Table 3, Figure 5) combined with the density
as a function of pressure using the classical relationships for P-wave (Vp), S-
wave (Vs) and bulk sound (Vφ) velocities,
Vp=√(K+4/3G)/ρ Vs=√G/ρ Vφ =√K/ρ = √(Vp2- 4/3Vs2)
where G, shear and K, bulk moduli and ρ is the density. The isotropic P-wave,
bulk sound and S-wave velocities incease with pressure (Figure 8), but the shear
wave velocity increases more slowly, resulting in the bulk sound velocity being
closer to the S-wave at low pressure and closer to the P-wave at high pressure.
Ratios of the three velocities and density have been used in various
seismological studies to characterise variations due to compositional, thermal or
pressure related response of seismic waves [35]. Karato and Karki (2001) [36]
gave a comprehensive overview of the use of these parameters and here we will
follow their notation,
Rs/p = dlnVs/dlnVp Rφ/s=dlnVφ/dlnVs Rρ/s = dlnρ/dlnVs
In this study we are only varying pressure, hence all ratios are calculated at
constant temperature, hence in practice the ratios are calculated as
Rs/p = (Vp/Vs)[(dVs/dP)/(dVp/dP)]
Rφ/s = (Vs/Vφ)[(dVφ/dP)/(dVs/dP)]
Rρ/s = (Vs/ρ)[(dρ/dP)/(dVs/dP)]
No correction has been applied for possible anharmonicity effects due to
temperature, as this would involve further approximations that are not justified
at the present time. From Figure 8 it can be seen that the ratio most directly
evaluated in seismology (Rs/p) using P-wave and S-wave velocities is more or
less constant over the entire range of pressure with rather low value at about 0.6.
The bulk sound velocity is not directly measured in seismology, but its value
can be estimated from Vp and Vs as given above, hence the Rφ/s ratio is an
accessible parameter for the Earth’s mantle. The value of Rφ/s increases with
pressure from 1.9 to a maximum of 2.8 at 55 GPa and then decreasing to 1.9 at
85 GPa. The evolution of Rρ/s is very similar to Rφ/s, increasing with pressure
from 0.8 to a maximum of 2.0 at 60 GPa and decreasing to 1.3 at 85 GPa. The
calculated velocity ratios indicate the combination of Vφ/Vs is the most
promising indicator of the D phase in subducted slabs in the deep mantle with
high values even when corrections for anharmonicity effects are not made.
5. Discussion
Experimental petrology has shown that D phase is stable to at least 44 GPa
and temperatures of the order of 1400°C equivalent of about 1250 km depth
[11,12,14,15]. Upper mantle peridotite compositions subjected to transition zone
and lower mantle pressures in the presence of water are transformed to
aggregates containing approximately 50 percent D phase at temperatures that are
several hundred degrees less than the typical mantle geotherm [14,15]. It is
therefore expected that the D phase will be a volumetrically important
component in subducted hydrated plates just above and below the 670 km
seismic discontinuity in subduction zones. Seismic tomography is our main
source of information on the distribution of subducted plates below the Earth’s
surface [37-41]. Many tomography studies have shown that slabs in subductions
zones undergoing roll-back are often horizontal (frequently termed ‘stagnant’)
in the 670 km depth region, particularly around the circum Pacific region [37-
41]. The heterogeneity of seismic velocity, as measured by the root mean square
(RMS) velocity in seismic models, is more important in subducted slabs in the
depth range from 500 to 1000 km than rest of the mantle [38,41]. Some regional
studies have revealed that horizontally travelling S-waves with horizontal
polarization around 670 km have significantly faster velocities than vertically
polarized waves [42]. Can the presence of the D phase in subducted plates help
explain some of these observations?
Starting from the experimentally determined structure we have used first
principle methods to evaluate the compressibility and elasticity of the D phase to
lower mantle pressures. Using our elastic tensors for single crystal D phase as a
function of pressure we have shown that significant shear wave splitting (ca 18
percent) occurs in the basal plane (Figure 6) and the high degree of S-wave
anisotropy is preserved at high pressure. Although to our knowledge there are
no experimental deformation studies of the D phase, it seems likely that its
pronounced anisotropic layered structure (Figure 1) will favour slip on the basal
plane. The most probable preferred orientation of the D phase in a horizontally
sheared slab will be horizontally oriented basal planes which would produce
shear wave splitting for horizontal propagation of S-waves, with fastest wave
horizontally polarized, as is observed.
The heterogeneity in seismic tomography models in the 500 to 1000 km
depth range [38,41] could indeed be caused by the exotic patchwork of high-
pressure minerals predicted to exist in the hydrated subducted plates
[1,2,4,14,15]. The D phase is the densest of the hydrogen containing minerals,
but its density about 75 percent of a lower mantle anhydrous assemblage
(Smyth, 2006)[43]. The density contrast between the D phase and anhydrous
minerals could contribute to the observed high RMS velocities in subduction
zones. The lower density of the D phase could also influence buoyancy of the
hydrated slab and its eventual sinking into the deeper mantle.
Seismic velocities are often reported as differences or perturbations from a
reference velocity model (e.g. Kennett 2006)[44]. Seismic tomography of
subduction zones has been reported in terms of isotropic P-wave, S-wave and
bulk-sound velocities. Using velocity ratios we have predicted that combination
of S-wave and bulk sound velocities would be the most sensitive to the presence
of the D phase. Tomographic images of the Isu-Bonian subduction zone
modelled using S-wave and bulk sound velocities have been published by
Kennett and Gorbatov 2004[39]. The images show a strong difference between
the structure imaged using the S-wave and bulk sound velocities. A much
stronger positive perturbation (ca 0.6 percent faster velocites) is observed for S-
waves from ak135 reference model than for bulk sound velocities (ca 0.8
percent faster velocities) for the horizontal slab, which would have given an
Rφ/s of about 1.3. However, it is not straight forward to compare between the
perturbation due to pressure in our calculations at about 20 GPa (Rφ/s=2) for
100 percent D phase and the perturbation in the tomographic model of the cold
slab compared to an average (warmer) mantle reference model (ak135).
6. Conclusions
We have undertaken first principles calculation of the compressibility and
elastic properties of the dense hydrous magnesium silicate called the D phase.
We have introduced a novel triple cell with an ideal ordered composition in
order to achieve calculations at reasonable computational cost on this disordered
complex silicate. Our calculations have reproduced with good fidelity the
experimental results on the compression of the D phase confirming the
pertinence of our triple cell approach. When comparing our calculated elastic
tensor for the single crystal D phase with the experimentally measured tensor
reported by Liu et al. 2004 we discovered an important discrepancy.
Comparison of the three parameters calculated from the elastic tensors, the
linear compressibility along the a- and c-axes, the logarithmic pressure
derivative of the axial ratio c/a and Voigt-Reuss-Hill average bulk modulus at
zero pressure confirmed that our calculated tensor agreed closely with
independent experimental results, whereas the tensor of Liu et al. was in clear
contradiction.
Using our calculated elastic tensors and density to 85 GPa we have
calculated the single crystal seismic anisotropy and isotropic velocities of the D
phase to mantle pressures. We show that the D phase has significant seismic
anisotropy at ambient conditions, but this anisotropy is greatly reduced for Vp
and rather preserved or increased for Vs at lower mantle pressures. The presence
of 50 percent by volume in hydrated slabs suggests that D phase may be partly
responsible for strong shear wave splitting of horizontally propagating shear
waves in subduction zones.
Acknowledgements
DM would like to thank Don Issaks and Brian Kennett for helpful discussions
about velocity ratios. DM thanks Ross Angle for a copy of his program EOSfit6
used for the third order Birch-Murnaghan finite strain equation of state. DM
thanks Paul Jouanna for introducing him to atomic scale modelling.
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Table 1 Models adapted from Yang et al. (1997) [13]. The first model is made stoichiometric within the experimental cell and contains disordered H atoms. The second model has triple cell volume and is also ordered on H atoms Yang et al. (1997) adjusted to be stoichiometric: Space group: P-31m, a= 4.7453 c= 4.3450 Å Formula: MgSi2O6H2, Z=1 Atom Wyckoff site x y z Occupancy symbol symmetry Si 2d 3.2 2/3 1/3 1/2 1 Mg 1a -3.m 0 0 0 1 O 6k ..m 0.63270 0 0.27160 1 H 6i ..m 0.53600 0 0.09100 1/3
Same structure referred to new axes [ a-b, a+2b, c ] and ordered for H: Space group: P-3m1, a= 8.2191 c= 4.3450 Å Formula: MgSi2O6H2, Z=3 Atom Wyckoff site x y z Occupancy symbol symmetry Si 6h .2. 0.33333 0 1/2 1 Mg1 1a -3m. 0 0 0 1 Mg2 2d 3m. 1/3 2/3 0.00000 1 O1 6i .m. 0.12243 2x 0.27160 1 O2 6i .m. 2y 0.54423 0.27160 1 O3 6i .m. 2y 0.21090 0.27160 1 H 6i .m. 2y 0.17867 0.09100 1
Table 2 Optimized structure results as a function of pressure. Calc. Actual a c x(Si) z(Mg2) x(O1) z(O1) y(O2) z(O2) y(O3) z(O3) y(H) z(H) press. press. (Å) ×10**5 (GPA) -10 -4.55 8.3039 4.3713 33953 03596 12640 27887 54933 29580 20837 24405 17292 03570 -5 0.45 8.2332 4.3088 33965 02921 12569 27567 54953 29249 20844 24359 17238 02997 0 5.45 8.1698 4.2566 33972 02397 12499 27310 54967 28953 20858 24346 17186 02520 5 10.45 8.1127 4.2130 33979 01982 12438 27108 54978 28695 20873 24354 17140 02123 10 15.45 8.0610 4.1743 33986 01632 12383 26943 54989 28463 20886 24369 17096 01767 15 20.45 8.0113 4.1423 33991 01352 12334 26810 54999 28269 20902 24386 17058 01477 20 25.45 7.9658 4.1130 33997 01115 12290 26703 55006 28083 20920 24409 17026 01231 25 30.45 7.9237 4.0864 34003 00912 12251 26613 55014 27916 20937 24429 16998 01014 30 35.45 7.8799 4.0594 34008 00719 12212 26534 55021 27746 20955 24453 16970 00806 35 40.45 7.8434 4.0376 34011 00581 12179 26475 55025 27604 20974 24473 16952 00661 40 45.45 7.8084 4.0173 34013 00463 12149 26426 55030 27474 20992 24492 16938 00540 45 50.45 7.7710 3.9968 34016 00347 12118 26381 55035 27343 21011 24512 16923 00422 50 55.45 7.7402 3.9791 34017 00262 12093 26344 55037 27228 21028 24529 16914 00336 55 60.45 7.7104 3.9623 34018 00186 12069 26311 55039 27119 21046 24545 16906 00261 60 65.45 7.6816 3.9469 34018 00121 12047 26282 55042 27019 21062 24559 16900 00198 65 70.45 7.6541 3.9317 34018 00060 12026 26256 55043 26922 21078 24572 16894 00139 70 75.45 7.6276 3.9172 34019 00007 12005 26232 55045 26830 21095 24585 16890 00089 75 80.45 7.6020 3.9036 34018 -00038 11986 26212 55047 26745 21110 24595 16887 00044 80 85.45 7.5770 3.8911 34018 -00080 11969 26188 55048 26662 21124 24608 16884 00006
Table 3 Elastic tensor coefficients, elastic moduli, seismic velocities and density as a function of pressure Calc. True C11 C12 C13 C14 C33 C44 Bulk Shear Young P-wave S-wave Density press. press. (GPa) (GPa) (GPa) (GPa) (km/s) (km/s) (kg/m3) (GPa) (GPa) -9.76 -4.31 360.07 93.69 34.16 -11.15 246.69 86.34 139.33 111.24 263.57 9.19 5.71 3406.21 -5.07 0.38 389.99 109.68 52.81 -14.56 286.46 102.23 163.02 122.93 294.72 9.64 5.91 3515.21 -0.29 5.16 419.05 124.65 71.27 -18.57 338.46 115.42 187.97 133.70 324.23 10.07 6.08 3613.84 4.58 10.03 454.19 142.21 87.58 -21.38 380.81 128.28 211.97 144.81 353.84 10.46 6.25 3702.79 9.49 14.94 478.41 156.53 107.86 -24.29 435.78 141.45 236.60 154.39 380.42 10.81 6.37 3785.17 14.39 19.84 511.24 173.61 126.81 -26.72 470.31 155.57 260.04 164.71 407.97 11.14 6.53 3861.84 19.33 24.78 535.82 190.99 140.11 -29.24 505.15 160.94 279.29 169.86 423.67 11.34 6.57 3934.00 24.26 29.71 567.84 207.93 157.32 -29.67 539.63 168.94 301.71 177.77 445.75 11.60 6.66 4001.71 29.79 35.24 599.89 226.46 180.05 -33.27 584.83 185.66 328.31 188.66 474.98 11.93 6.80 4073.26 34.73 40.18 616.08 239.98 191.37 -35.16 612.05 188.89 343.06 191.43 484.21 12.03 6.80 4133.45 39.67 45.12 638.87 250.93 207.15 -37.69 645.54 194.79 361.42 197.11 500.34 12.20 6.86 4191.73 45.14 50.59 673.63 269.48 225.84 -38.99 673.51 206.52 384.63 206.24 524.89 12.45 6.96 4253.81 50.03 55.48 697.63 289.15 241.08 -41.19 702.51 208.26 404.34 208.72 534.21 12.59 6.96 4306.79 54.98 60.43 724.24 301.25 262.94 -42.82 734.45 225.00 426.30 218.91 560.73 12.84 7.09 4358.62 59.97 65.42 744.37 318.72 275.67 -45.64 755.75 225.86 442.66 220.23 566.68 12.92 7.07 4408.52 64.83 70.28 757.69 330.11 286.30 -46.13 773.32 227.37 454.84 221.69 572.10 12.97 7.05 4457.40 69.79 75.24 783.30 344.69 303.65 -47.38 806.12 237.97 475.16 229.27 592.48 13.16 7.13 4505.04 74.74 80.19 808.89 362.01 323.10 -49.32 837.25 248.63 496.82 235.84 610.84 13.35 7.20 4551.20 79.69 84.14 832.80 374.63 339.44 -50.88 862.85 255.88 515.05 241.62 626.81 13.49 7.25 4595.94
Table 4
Least-squares coefficients for third-degree polynomial expressions for various quantities. Those expressions allow calculation of smoothed values for the quantities as well as their first and second derivatives at any pressure between 0 and 80 GPa Y M0 M1 M2 M3 C11 (GPa) 387.7198 6.652357 -0.02623824 0.0001118997 C12 107.9675 3.456600 -0.00582115 0.0000270297 C13 51.1311 3.972499 -0.01512064 0.0000988316 C14 -14.6127 -0.689479 0.00529162 -0.0000264251 C33 287.6640 10.535530 -0.07624298 0.0003765922 C44 100.4233 3.184812 -0.03149970 0.0001832366 Bulk (GPa) 161.6448 5.357267 -0.02553026 0.0001357652 Shear 122.0325 2.488181 -0.02306420 0.0001212530 Young 292.4668 6.691189 -0.05802386 0.0003002348 P-wave (km/s) 9.614626 0.092484 -0.00098190 5.104530E-06 S-wave 5.898212 0.393821 -0.00051370 2.797300E-06
Y = M0 + M1*P + M2*P2 + M3*P3
Figure 1 View down c-axis (left-hand figure) and a-axis (right) of Yang, Prewitt and Frost
(1997) (YPF) structure results for phase D in space group P
!
3_
1m. The YPF cell unit shown by a black dotted outline with labels o at the origin, a, b and c cell unit lengths. The c vector points toward the viewer in the left-hand figure and the a vector in the right-hand figure. The blue shaded octahedral represent the SiO6 octrahedra with the blue Si at the center and red oxygens at the corners. The magnesium atoms (yellow) are also at the center of an octahedral oxygen cage. The hydrogen atoms (white) is the only atom that is not octrahedrally co-ordinated, and they are clearly seen to have trigonal three-fold distribution around the c-axis (left-hand figure). The view down the a-axis (right) illustrates the layered structure of the D phase. The solid black lines represent the edges of the triple unit cell (supercell) with as=a-b,
bs=a+2b, cs=c with symmetry P
!
3_
m1 used in the present study, as well as corresponding labels as and bs. The red lines at 120 degrees represent the two-fold axes a1, a2 and a3 in the basal plane.
Figure 2 Hydrostatic compression of D phase as a function of pressure. Comparison between the experimental data of Frost & Fei (1999) to 30 GPa at ambient temperature with theory predictions using VASP to 85 GPa. Open symbol are experimental data and filled symbols are theory calculations.
Figure 3 Linear compressibility of the a- and c-axes as a function of pressure. The open triangles and circle symbols are calculated from the unit cell axes from the experimental data of Frost and Fei (1999) and filled symbols from VASP calculations based the elastic constants at each pressure. The open circle with dot and open triangle point calculated from the elastic stiffnesses tensors of Liu et al.(2004).
Figure 4 Logarithmic pressure derivative of the axial ratio c/a as a function of pressure. The square symbols are the derivative calculated from the unit cell axes from the experimental data of Frost and Fei (1999) and VASP calculations based on cell optimisation at each pressure. The filled diamond and circles are the derivatives calculated from the elastic stiffnesses tensors of Liu et al.(2004) and from the theory calculations respectively.
Figure 5 Evolution of the elastic properties as a function of pressure.
a) Elastic constants Cij in GPa. Notice that two pairs of constants, C11 and C33, and C13 and C66 are nearly equal at 40 GPa.
b) Isotropic elastic moduli, K and G are bulk and shear elastic moduli respectively.
Figure 6 Evolution of P-wave velocity (Vp) distribution, anisotropy of S-waves (AVs) and fastest S-wave (Vs1) polarization as function of pressure. The short white lines on the right-hand figures are the fastest S-wave (s1) polarizations, the slowest S-wave (s2) polarisation are orthogonal to the short white lines, but not marked for clarity. Lambert azimuthal equal-area upper hemisphere projections with elastic tensor orthogonal axes X1 = a-axis (north), X2 = m-axis (east) and X3 = c-axis (centre). (see text for discussion).
Figure 7 Evolution of seismic anisotropy of P-waves and S-waves as a function of pressure, see text for definitions.
Figure 8 Evolution of isotropic seismic velocities (Vp P-wave,Vs S-wave, Vφ bulk sound) and velocity ratios as a function of pressure. See text for definitions of the ratios Rs/p, Rφ/s and Rρ/s.