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 14 Abstracts search results
Document:
SP14-12
Date:
March 1, 1978
Author(s):
Stanley G. Zynda
Publication:
Symposium Papers
Volume:
14
Abstract:
Proportions of shotcrete mortar as mixed are compared with proportions of the mix in place. Effect of nozzle velocity on density of the in-place material is explained. Data on unit weight and compressive strength of various mixes are given, noting how test results based on shot cylinders differ from strength tests of cores from actual structural applications. Total water content for any given com-bination of shotcrete mortar materials is constant regardless of mix proportions, provided that the material is placed at the wettest stable consistency-the point of incipient sag. Maximum density in any mix occurs at this water content; hence it is also the point of maximum compressive strength.
DOI:
10.14359/6812
SP14-08
M. J. Dykmans
Recommended mix proportions and application techniques for floors, walls, and domes of shotcrete tanks are presented. Special practices required to assure a dense covering of shotcrete over prestressing wires are explained. Pre-ferred techniques for proper water curing of shotcrete are emphasized.
10.14359/6808
SP14-04
T. A. Hoffmeyer
Defines wet-mix shotcrete and describes both positive feed and pneumatic feed equipment for delivering the mix. Gunning techniques and the solution of rebound problems are also discussed. Preconstruction mock-ups helped solve production problems in wet-mix shotcreting of a large folded plate roof for a church, indicating a need to combine cast concrete with shotcrete. Successful bonding at the construction joints is described. Comparative data on cost and properties of wet-mix shotcrete and cast concrete are given.
10.14359/6804
SP14-05
John C. Fredericks, N. R. Saunders, and John T. Broadfoot
Describes recent development of two entirely different types of positive displacement pumps which make it possible to convey and success-fully apply wet-mix shotcrete at 1/2- to 2-in. slump. Details of mixes used with both the squeeze pump and the piston pump are given.
10.14359/6805
SP14-11
E. C. Tinsley and H. L Kalousek
Castable refractories can be suc-cessfully applied by gunning. The dry-mix method is generally considered superior to wet-mix. Proper proportioning of appropriate mix ingredients, careful predampening techniques, and thorough mixing before charging the dry-gun equipment are essential to obtaining high quality and uniformity of the material in place. Properties of gunned and cast refractories are compared, and effect of varying amounts of predampening water is noted. Recommendations cover proportioning and application techniques, selection of appropriate nozzles, and adaptations nec-essary for hot patching.
10.14359/6811
Results Per Page 5 10 15 20 25 50 100