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.
ACI World Headquarters
38800 Country Club Dr.
Farmington Hills, MI
ACI Middle East Regional Office
Second Floor, Office # 02.01/07
The Offices 02 Building, One Central
Dubai World Trade Center Complex
Phone: +971.4.516.3208 & 3209
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: High Strength High Performance Concrete-Using Fly Ash and Superplasticizer Admixture
Author(s): R. Rivera, R. Davila, and A. Duran
Publication: Special Publication
Appears on pages(s): 341-356
Keywords: admixtures; compressive strength; fly ash; slump loss; superplasticizer
Abstract:This paper give some results of flowing and high strength concretes using type F fly ash (FA) and naphthalene based superplasticizer (SP). In series S.Sp was used only to produce flowing concrete and in series H was used to reduce W/C and to cause the concrete to flow. In each studied series the portland cement content was maintained fixed of 250 kg/m3. Fly ash was added as a percentage of the normal portland cement from 10% up to 150%. For reference series a .8 W/C was used, and for series S. 200 liters of water was used to attain a nominal consistency of 60.0 cm DIN. For reference series H a reduction of 35% of mixing water of series S was used (70 L). To find the maximum amount of FA and SP dosage in series S, SP admixture was used to obtain the reference consistency of 60.0 cm DIN. In series H where the admixture was used as high-range water-reducing-retardant admixture (HRWRRA) in large dosages, the concrete becomes very cohesive and significant slump loss was noted. When superplasticizer-retardant admixture (SPRA) was used as HRWRRA to produce flowing concrete under established conditions, it was possible to obtain a very significant compressive strength gain at 56 days, which was the upper limit of the age covered in this study. An increment of 160% (from 25 to 65 Mpa) at 56 days was attained for series H in relation to the reference mixture without FA and SP. To obtain high strength concretes using high volumes of fly ash, it is essential to use SP admixture.
Click here to become an online Journal subscriber
Please enter this 5 digit unlock code on the web page.