Paving Blocks Compressive Strength Evaluation by Impact Hammer

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Paving Blocks Compressive Strength Evaluation by Impact Hammer

Popis výsledku v původním jazyce

The quality control of building material is prerequisite of its quality attainment and maintenance. These problems are continually actual in the face of competitive environment in the building material industry and ever-growing demand of consumers. Alsothe fact that many manufacturers have established (or are establishing) their Quality Management System in accordance with the CSN EN ISO 9000 Standard series, plays an important role. One of integral parts of this QM System is also implementation of theproduct interoperable quality control. One of possibilities of paving blocks operative strength evaluation is application of nondestructive test methods. This paper describes calibration correlations for paving blocks compression strength determinationusing both Schmidt impact hammer type N and L. Calibration correlations determined vary between 0.91 and 0.87 which means that these calibration correlations are implementation able in practice. Vypočtené kalibrační vztahy se pohybují mez

Název v anglickém jazyce

Paving Blocks Compressive Strength Evaluation by Impact Hammer

Popis výsledku anglicky

The quality control of building material is prerequisite of its quality attainment and maintenance. These problems are continually actual in the face of competitive environment in the building material industry and ever-growing demand of consumers. Alsothe fact that many manufacturers have established (or are establishing) their Quality Management System in accordance with the CSN EN ISO 9000 Standard series, plays an important role. One of integral parts of this QM System is also implementation of theproduct interoperable quality control. One of possibilities of paving blocks operative strength evaluation is application of nondestructive test methods. This paper describes calibration correlations for paving blocks compression strength determinationusing both Schmidt impact hammer type N and L. Calibration correlations determined vary between 0.91 and 0.87 which means that these calibration correlations are implementation able in practice. Vypočtené kalibrační vztahy se pohybují mez

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2010

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

New Computational Concepts in Civil Engineering

ISBN

978-973-8955-87-5

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

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Název nakladatele

Editura Societatii Academice "Matei - Teiu Botez"

Místo vydání

Iasi, Romania

Místo konání akce

Iasi, Romania

Datum konání akce

28. 5. 2010

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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