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Advisor(s)
Abstract(s)
The aim of the investigation described here is to verify the applicability of penetration resistance tests on high strength concrete as a way of estimating its compressive strength “in situ”. A relationship between compressive strength of a given concrete and its resistance to penetration by a steel probe fired into the concrete surface is presented to a compressive strength range varying from 50 MPa to 90 MPa using an alternative firing apparatus to the standard apparatus Windsor Probe Test System.
Description
Keywords
High Strength Concrete Penetration resistance tests In situ compressive strength Windsor Probe Test System Alternative Firing Apparatus
Citation
Sérgio M.R. Lopes, Miguel C.S. Nepomuceno, Penetration Resistance Tests on High Strength Concrete, Proceedings of First International Conference on High Strength Concrete, Hawaii, USA, July 1997, ASCE (American Society of Civil Engineers), USA, (1999), p. 425-433. ISBN:0-7844-0419-4.
Publisher
American Society of Civil Engineers