In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Sorptivity Characteristics of High-Performance Mortars
Author(s): A. Sharma and R. Rambalack
Publication: Special Publication
Appears on pages(s): 1467-1480
Keywords: ground granulated blast furnace slag (GGBFS); high-performance mortars; pozzolanic admixtures; sorptivity; superplasticizer
Abstract:The porosity of cement mortars can be reduced by decreasing the water cement ratio with corresponding addition of superplasticizer to maintain workability. Further, the pore structure itself can be modified by the incorporation of pozzolanic admixtures such as Silica Fume, and Ground Granulated Blast Furnace Slag (GGBFS) powder. The reduced water cement ratio combined with refined pore structure increases the compressive strength in addition to enhancement in durability characteristics. Such cement mortars are termed as High Performance Mortars. The paper highlights the findings of a project which investigated the sorptivity characteristics of mortar mixes using (a) different percentages of GGBFS partially replacing OPC (b) reduced water cement ratios using superplasticizer admixture to improve the workability of mixes and (c) combination of superplasticizer admixtures and GGBFS. It is concluded that High Performance Mortars can be obtained by modifying a conventional high strength mortar mix by reducing the water/binder ratio and adding pozzolanic admixtures and superplasticizers.
Click here to become an online Journal subscriber