Mix Designs for Fast-Fix 1 Concrete

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Abstract:

The purpose of this investigation was to obtain information required for the use of Fast-Fix 1 concrete as a structural material. In particular, the effects of concrete mix design parameters and aging were investigated to determine if varying them would permit attaining compressive strengths in excess of 2,500 psi without the use of retarding agents. In addition, splitting tensile strength and compressive stress-strain relations were determined for standard control cylinders. Recommendations are presented in the form of design curves which enable one to design a mix for a specified compressive strength and set time.

Author(s):
Nosseir, S. B. ; Katona, M. G.
Author Organization(s):
NAVAL CIVIL ENGINEERING LAB PORT HUENEME CA
Funding Organization(s):
Naval Facilities Engineering Command, Washington , DC
Document Type:
Technical Report/Final Report
Publication Date:
1969 Feb 01
Pagination:
37

Security Markings

DOCUMENT & CONTEXTUAL SUMMARY

Distribution Code:
A - Approved For Public Release
Distribution Statement: Public Release

RECORD

Collection: TRECMS
Identifying Numbers
Project Number(s):
YF 38.536.006.01.002
Subject Terms
Communities of Interest:
Weapons Technologies
Descriptor(s):
stress strain relations, tensile strength, moisture content, air force, compressive strength, engineering, materials, portland cement, air force facilities, concrete, civil engineering, moisture, north america, reinforced concrete, standards, stresses, drainage basins
Subject Categories:
Aviation Technology; Materials
Update Date:
2022 Oct 27