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TECHNICAL PAPER
RATIONAL MIXTURE DESIGN
METHODS FOR SPECIAL
CONCRETE MANU SANTHANAM*
Abstract The fundamental dependence of strength on w/c is still the
same for these approaches, and the paste is designed with
Over the last two decades, Indian Institute of Technology (IIT) the w/c needed for the desired strength. However, the flow
Madras has been actively working on different types of special optimization is performed by selecting the optimal proportions
concrete, including high performance concrete, self compacting of superplasticizer (SP) and if necessary, a viscosity modifying
concrete, fibre reinforced concrete, high density concrete, roller agent (VMA). The optimization of granular ingredients and the
compacted concrete and 3D printed concrete. The complex control of rheology are discussed in the subsequent sections.
nature of mixture design to achieve the fresh and hardened state
properties necessitates the adoption of systematic procedures 1.1 Optimization of particle gradation
that address the key criteria of particle packing and rheology.
The experience at IIT Madras indicates that following a rational Conventional concrete mixture designs employ a simple
approach makes it possible to satisfy the fresh and hardened approach of basing the compressive strength on the water to
characteristics across a range of workabilities and strengths, also cement ratio and then go on to suggest the determination
accounting for a change in material types and characteristics. of water content for a specific aggregate size based on the
Further, the design process also ensures the attainment of desired workability. Once the water and cement contents are
durability when suitable supplementary materials are used. This thus determined, the aggregate (conforming to the specific
paper focuses on high strength concrete, high density concrete, standards, such as IS: 383 in India) quantities are determined by
self compacting concrete and 3D printed concrete as examples a volumetric calculation. This approach becomes complicated
of utilization of this approach. when applying to high performance concrete mixtures, where
a combination of chemical and mineral additives is used to
1. INTRODUCTION achieve the desired properties. Specifically, a scientific basis
of determining the replacement level of cement with mineral
Concrete mixture proportioning is a volumetric-packing additives, or the selection of the right blend of different-sized
problem. All the existing concrete mixture design methods aggregates crop up as key questions. In this context, utilizing
implicitly recognize this statement, either by suggesting particle packing methodologies to optimize the granular
measurement of the packing parameters of some compounds constituents of concrete appears to be a promising approach.
or by approximating an “ideal” grading curve that is assumed to
lead to maximum compaction with the actual ingredients. While A good compilation of particle packing methods is
[1]
using the well-established terms and concepts of empirical rules provided in .
of water demand and reference gradation curves, the design of Particle packing models could be used for an optimization of
cement-based high-technology products for modern concrete the concrete mix ingredients, which may lead to a more optimal
applications, which typically demand a complex mixture of fresh use of the aggregates and other admixtures and to cheaper
and hardened concrete properties-as indicated in Table 1, is not concrete with an improved performance. Once such models
easy to accomplish.
are incorporated in user-friendly software, the mixture designer
The discussion in Table 1 clearly indicates that there are two may readily use them, even with limited knowledge of the
essential characteristics that need to be carefully controlled complexity of the system. At the present state of development,
in special concrete, viz. the aggregate / particulate material experiments are still necessary. However, the optimal particle
gradation and the rheology. The complexity of the process packing models will help the mixture designer to reduce the
necessitates the adoption of a systematic approach to designing number of experiments and take maximum advantage of the
such special concrete, as indicated in Figure 1. data generated in the experimental program.
THE INDIAN CONCRETE JOURNAL | JANUARY 2026 49
* Corresponding author: Manu Santhanam, Email: manus@zmail.iitm.ac.in

