TEMPERATURE - MATCHED CURING: ITS DEVELOPMENT, APPLICATION AND FUTURE ROLE IN CONCRETE PRACTICE AND RESEARCH. PART 3

This final third part to the paper reiterates the differences between the properties of in-situ concrete (realcrete) and laboratory concrete (labcrete). Curing conditions is picked out as the most commonly overlooked factor with major differences in the two environments. Brief reference is made to results cited in the earlier parts of the paper and a plea is made for more comparative tests and the use of tmc (temperature matched curing). For part 1 see IRRD 293254 and for part 2 see IRRD 816632.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00105317
• Corporate Authors:

  Concrete Society

  Devon House, 12-15 Dartmoutn Street
  London,   United Kingdom 

  Palladian Publications Limited

  11 Grosvenor Crescent
  London,   England 
• Authors:
  • Cannon, R P
• Publication Date: 1987-2

Language

• English

Media Info

• Pagination: p. 33-4
• Serial:
  • CONCRETE
  • Volume: 21
  • Issue Number: 2
  • Publisher: THE CONCRETE SOCIETY
  • ISSN: 0010-5317

Subject/Index Terms

• TRT Terms: Compression; Concrete; Concrete curing; Durability; Field tests; Laboratories; Strength of materials; Temperature
• Uncontrolled Terms: Increase
• ITRD Terms: 5532: Compression; 4755: Concrete; 4702: Curing (concrete); 5910: Durability; 6226: In situ; 9032: Increase; 6237: Laboratory (not an organization); 5544: Strength (mater); 6722: Temperature
• Subject Areas: Terminals and Facilities;

Filing Info

• Accession Number: 00483160
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: May 31 1989 12:00AM