This paper aims at investigating and comparing the D- and G-optimal criteria for non-pure blends slope designs. The study used a parameter subsystem of interest based on the second-degree Kronecker model to obtain the H-invariant information matrices for both Equally Weighted Simplex Centroid Axial Design and Un-equally Weighted Simplex Centroid Axial Design. The D- and G- optimal values worked out revealed that the centroid achieved the best D- and G-optimality values and that the best D-efficient and G-efficient design points were
with 105.71% and
99.76% respectively. The latter design was more D-efficient while former design was more G-efficient.
A mixture experiment with
components according to 6 satisfy the condition
where
is the number of components in the experiments. The aim of any experimenter is to obtain levels of the ingredients that optimize the expected response. In so doing, some optimality criterions chosen either minimize the variance or maximize information of the information matrix of the model adopted. 10 studied the optimal slope designs for second order Kronecker model mixture experiments for 
The researcher 8, introduced the q-component Simplex Centroid Design as designs where the
points are located at the boundaries, the vertices and the Centre of the
dimension simplex.
The q-component Simplex Centroid Design involves
distinct design points in total. There are
pure components
the
permutations of binary mixtures
, the
permutations of ternary mixture
and the
permutation of quaternary mixture
and so on up to mixtures involving
of equal proportion of all
components or q-nary mixtures.
An Axial design is a design that consists mainly of complete or
component blends where most of the points are located inside the simplex. Axial designs are recommended to be used when component effects are to be measured, and in screening experiments. The simplest form of the axial design is one whose points are equidistant from the Centroid
, and has
axes 1.
The study adopted an inscribed tetrahedral Simplex Centroid design also referred to as an axial design, for the fact that all the corresponding points in each face vertex and line of the design are equidistant from the original Simplex Centroid. This study chose to let the vertices of the simplex to be a distance
from the main vertices or
from the base the axis of the original Simplex. This original simplex is a regular tetrahedron of vertices (1,0,0,0), (0,1,0,0), (0,0,1,0) and (0,0,0,1). This value h also denoted by
has a maximum value given by
according to 1. The design suggested by 3 was developed in the following way
The four-vertex design points
generated as
![]() |
![]() |
has a corresponding moment matrix 
The six edge mid points forming the design
whose Moment Matrix is
were given by
![]() |
![]() |
![]() |
The four points on the faces of the inscribed tetrahedron forming the design
whose moment matrix is
were the mixture blends generated as;
![]() |
![]() |
The fifteenth point, which forms the design
is the Centre of the simplex design referred to as the Centroid
whose moment matrix is 
The value
arbitrarily chosen, developed the fifteen-point design
given as
![]() | (1) |
The Kronecker models are better models because they have increased symmetry resulting from the repletion of cross product terms, which result to larger moment matrices. The models are less susceptible to ill conditioning, which results to highly correlated parameters and large standard errors according to 4.
The polynomial function related to the K-model is
![]() | (2) |
The moment matrices obtained at each design point by the summation of Kronecker product shown in (3) are
matrices.
![]() | (3) |
The improved information matrices are the slope matrices which are obtained by utilizing the equation
which is the improved information matrix of the slope obtained from the
and H, the derivative of the elements of the design matrix
that is
where
is given by (4)
![]() | (4) |
The general H derivative matrix of
given as (5)
![]() | (5) |
For an arbitrary subset
of
matrices, we define a symmetric
matrix C to be
invariant if
for all
The set of all
invariant symmetric
matrices are expressed as
as put by 5.
The optimality tests are usually done in order to locate the optimum values of a design according to each criterion, and are compared in order to obtain the design with the best characteristics. The D, and G-Optimal values for two designs namely, Equally Weighted Simplex Centroid Axial Design (EWSCAD) and Unequally Weighted Simplex Centroid Axial Design (UWSCAD) were calculated and compared in this study.
The designs obtaining the maximum information for the maximal parameter subsystem of interest
are those that obtain maximum values through application of D and I optimality criterions, which satisfy the Kiefer-Wolfowitz equivalence theorem. The second-degree Kronecker full and subsystem of interest models for the four mixture components suggested by 2, are given in (6) and (7) respectively.
![]() | (6) |
![]() | (7) |
The experimenter uses the subsystem of interest with
parameters, for three reasons; one, it is less expensive, two, there are no repeated terms that make the moment matrix rank deficient causing inefficiency in estimating the terms and three, it has the same characteristics as the full model.
The statistical package R-Gui version 4.0.0 was used to process the D- and G-optimal values.
2.1. Coefficient, Moment and Information MatricesIn this section coefficient, moment and information matrices K, M and C respectively were derived for the two designs.
Due to repletion of terms in (6), experimenters find it more convenient to work with a subsystem of interest (7) whose coefficient matrix (8) less expensive. Therefore, they wish to study
components out of the
Equation (7) was achieved by integrating and averaging similar outcomes in (6). The linear parameter subsystem of interest
for some
matrix K referred to as the coefficient matrix of the parameter subsystem
develops the coefficients (8) as a result. It is estimable when there exists an unbiased linear estimator for
L is the left inverse of K such that
The squares and the cross products of the components of
for the subsystem of interest presented in Lexicographic order was given by (7).
![]() | (8) |

The general equivalence theorem of 5 defines the qualities and conditions for a competing moment matrix.
The moment matrices at the different design points obtained by (9)
![]() | (9) |
The general
moment matrix is the equation (10)
![]() | (10) |
The moment matrices shown by (16) and (17) are worked out by the equations (11) and (12) for the two designs respectively
![]() | (11) |
![]() | (12) |
The
in (13) were worked out using the general equation
and 
![]() | (13) |
The matrix (13), is the general moment matrix for four components.
The values of the fourth order moments, which correspond with the moment matrix of the unequally weighted centroid design, are as represented in the set of equations (14).
![]() | (14) |
Where
and
are given in (15)
![]() | (15) |
![]() | (16) |
![]() | (17) |
The respective information matrices,
and
for the two designs are given by (18) and (19).
![]() | (18) |
![]() | (19) |
This paper aims at obtaining slope information matrices at different points of the design in order to obtain the D- and G-optimal values for the two designs. The H- invariant slope matrices obtained from (6), for each design point were (20).
![]() | (20) |
Equation (21) below was used to obtain the determinants of the information matrices and hence the D-optimal values.
![]() | (21) |
P is the number of parameters under estimation, while
and
are as given in (18), (19) and (20) respectively. The following D-optimal values for both designs were calculated.
![]() |
![]() |
![]() |
![]() |
The efficiencies of the two designs were expressed using equation (22).
![]() | (22) |
At each design point, the efficiencies were; 105.71%, 105.34%, 105.38%, 105.42%.
3.2. G-slope Optimal ValuesThe G optimality criterion also known as the global optimality criterion is a prediction criterion first introduced by Smith in 1918. It is a design that minimizes the worst case expected error in prediction. 6 provided the G optimality criterion definition as
which is equivalent to;
![]() | (23) |
for a full parameter system and the subsystem of interest
![]() | (24) |
The inverse of the improved information matrix
substituted for the inverse of the information matrix
to obtain the G-slope optimal values. The exquation (25) gave the results of the G-slope optimal values.
![]() | (25) |
![]() |
9 did define G-Optimal design as the design which minimizes the maximum variance of the estimated response function over the given design region. The minimum values of the maximum variances per design points were worked out and given as;
![]() |
![]() |
and
![]() |
![]() |
The
-efficiencies worked out using the formula
![]() | (26) |
Were, 83.14%, 94.01%, 93.99% and 99.76%.
This paper established the H-invariant matrices needed to derive the slope optimal values for the D- and G- optimal criteria. The study revealed that for the two designs, the centroid had the best D- and G- slope optimal values, that the best D-efficient design was
with 105.71% and the most G-efficient was the centroid with 99.76%. UWSCAD was a more D-efficient design while EWSCAD was a more G-efficient design. To further this research, experimental data obtained using the adopted design would compare with these results, while other criteria would necessitate further findings using the same design.
| [1] | Cornell, J.A. (2000). Experiments with Mixture Designs, Models and Analysis of Mixtures Data. John Wiley & Sons Inc, New York. | ||
| In article | |||
| [2] | Draper, N.R. and Pukelsheim, F. (1998). Mixture Models Based on Homogeneous Polynomials. J. Statist. Plann. Inference, 71, 303-311. | ||
| In article | View Article | ||
| [3] | Njoroge, E.W., Koske, J., Mutiso J. (2020). Quad-Axial Weighted Simplex Centroid Design Using Second Order Kronecker Model To Optimize The Plinth Concrete Mix Components For Low Cost Houses. ‘Unpublished’. | ||
| In article | |||
| [4] | Prescott, P., Dean, A.M., Draper, N.R., Lewis, S.M., (2002). Mixture Experiments; III Conditioning and Quadratic Model Specification. Technometrices. Pg. 260-268. | ||
| In article | View Article | ||
| [5] | Pukelsheim F. (1993). Optimal Design of Experiments, John Wiley & sons, Inc., New York. | ||
| In article | |||
| [6] | Rady, E.A., Abd EL-Monsef, M.M.E., Seyam, M.M., (2009). Relationship among several optimality criteria. Interstat Journal volume 15(6). pp1-11. | ||
| In article | |||
| [7] | Scheffe, H., (1958). Experiments with Mixtures. Journal of the Royal Staistical Society, ser B20: 344-359. | ||
| In article | View Article | ||
| [8] | Scheffe, H. (1963). Simplex Centroid Designs for Experiments with Mixtures. J. Royal statist. Soc. Ser, B25, 35-263. | ||
| In article | View Article | ||
| [9] | Thomas, A.U., Stephen, S.A., (2013). On the Comparison of Boundary and Interior Support points of a Response Surface under Optimality Criteria. International Journal of Mathematics and Statistics Studies, pp. 48-58. | ||
| In article | |||
| [10] | Wambua, A.M., Njoroge, E., Koske, J., Mutiso J., Kuria, J.G., Muriungi, R.G., Kipkoech, C.,(2017). Optimal Slope Designs for Second Degree Kronecker Model Mixture Experiments. International Journal of Applied Mathematics and Theoretical Physics, pp.86-91.3. | ||
| In article | |||
Published with license by Science and Education Publishing, Copyright © 2020 Njoroge Elizabeth Wambui, Koske Joseph and Mutiso John
This work is licensed under a Creative Commons Attribution 4.0 International License. To view a copy of this license, visit
http://creativecommons.org/licenses/by/4.0/
| [1] | Cornell, J.A. (2000). Experiments with Mixture Designs, Models and Analysis of Mixtures Data. John Wiley & Sons Inc, New York. | ||
| In article | |||
| [2] | Draper, N.R. and Pukelsheim, F. (1998). Mixture Models Based on Homogeneous Polynomials. J. Statist. Plann. Inference, 71, 303-311. | ||
| In article | View Article | ||
| [3] | Njoroge, E.W., Koske, J., Mutiso J. (2020). Quad-Axial Weighted Simplex Centroid Design Using Second Order Kronecker Model To Optimize The Plinth Concrete Mix Components For Low Cost Houses. ‘Unpublished’. | ||
| In article | |||
| [4] | Prescott, P., Dean, A.M., Draper, N.R., Lewis, S.M., (2002). Mixture Experiments; III Conditioning and Quadratic Model Specification. Technometrices. Pg. 260-268. | ||
| In article | View Article | ||
| [5] | Pukelsheim F. (1993). Optimal Design of Experiments, John Wiley & sons, Inc., New York. | ||
| In article | |||
| [6] | Rady, E.A., Abd EL-Monsef, M.M.E., Seyam, M.M., (2009). Relationship among several optimality criteria. Interstat Journal volume 15(6). pp1-11. | ||
| In article | |||
| [7] | Scheffe, H., (1958). Experiments with Mixtures. Journal of the Royal Staistical Society, ser B20: 344-359. | ||
| In article | View Article | ||
| [8] | Scheffe, H. (1963). Simplex Centroid Designs for Experiments with Mixtures. J. Royal statist. Soc. Ser, B25, 35-263. | ||
| In article | View Article | ||
| [9] | Thomas, A.U., Stephen, S.A., (2013). On the Comparison of Boundary and Interior Support points of a Response Surface under Optimality Criteria. International Journal of Mathematics and Statistics Studies, pp. 48-58. | ||
| In article | |||
| [10] | Wambua, A.M., Njoroge, E., Koske, J., Mutiso J., Kuria, J.G., Muriungi, R.G., Kipkoech, C.,(2017). Optimal Slope Designs for Second Degree Kronecker Model Mixture Experiments. International Journal of Applied Mathematics and Theoretical Physics, pp.86-91.3. | ||
| In article | |||