Email Address is required Invalid Email Address
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
Learn More
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.
Staff Directory
ACI World Headquarters 38800 Country Club Dr. Farmington Hills, MI 48331-3439 USA Phone: 1.248.848.3800 Fax: 1.248.848.3701
ACI Middle East Regional Office Second Floor, Office #207 The Offices 2 Building, One Central Dubai World Trade Center Complex Dubai, UAE Phone: +971.4.516.3208 & 3209
ACI Resource Center Southern California Midwest Mid Atlantic
Feedback via Email Phone: 1.248.848.3800
ACI Global Home Middle East Region Portal Western Europe Region Portal
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.
Showing 1-5 of 15 Abstracts search results
Document:
SP6-09
Date:
January 1, 1963
Author(s):
Lewis H. Tuthill, Robert F. Adams, and Donald R. Mitchell
Publication:
Symposium Papers
Volume:
6
Abstract:
Reports the effect of various materials and various mix proportions on compressive strength at different ages, shrinkage, modulus of elasticity, and tensile splitting strength. Effect of curing conditions and the size of test cylinder are evaluated.
DOI:
10.14359/17324
SP6-02
F.R. McMillan
Where the appearance of usefulnes of a concrete structure has been impaired by weathering or disintegration, the cause usually can be traced to failure to follow the rules of good concrete practice. Ten cases, from observations of hundreds of structures, illustrate this point.
10.14359/17317
SP6-08
A.R. Mead
Variables influencing concrete temperatures, specific cases of cracking, properties of materials, structural movements, and effects of operation of Pine Flat and Folsom dams are reported. Instrumentation details are included.
10.14359/17323
SP6-11
Elmo C. Higginson, George B. Wallace, and Elwood L. Ore
Results of an extensive series of tests to determine the influence of the maximum aggregate size on compressive strength are reported. A wide range of cement content and aggregate sizes were used in the large test specimens, used to minimize the effect of speciment size.
10.14359/17326
SP6-04
Walter H. Price and Elmo C. Higginson
Includes selection of aggregate, cement, and pozzolan; admixturesl mix proportions; batching; mixing; placing; curing; and grouting and cooling of mass concrete as practiced by the U.S. Bureau of Reclamation.
10.14359/17319
Results Per Page 5 10 15 20 25 50 100