Experimental Study of Primary Lining Tunnel Concrete after Thirty Years of Operation

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Abstract:

This article shows the acquisition and testing of concrete from tunnel primary lining. The main objective of this article was to describe the mechanical properties of primary lining tunnel concrete at higher age. The primary lining was made from dry mixture sprayed concrete. The primary lining concrete was in contact with the surrounding rock continuously. The surrounding rock could be dry or with ground water. Some surrounding rocks could produce a highly aggressive environment for concrete. The question was, whether the sprayed concrete is still in service after 30 years in this environment.

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403-406

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February 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] CSN 73 1371 Nondestructive testing of concrete – Method of ultrasonic pulse testing of concrete, Czech office for standards, metrology and testing, (2011).

Google Scholar

[2] CSN EN 12504-4 Testing concrete. Determination of ultrasonic pulse velocity, Czech office for standards, metrology and testing, (2005).

Google Scholar

[3] CSN EN 12390-3 Testing hardened concrete. Compressive strength of test specimens, Czech office for standards, metrology and testing, (2009).

Google Scholar

[4] CSN EN 12504-1 Testing concrete in structures – Part1: Cored specimens – Taking, examining and testing in compression, Czech office for standards, metrology and testing, (2009).

DOI: 10.3403/02050563

Google Scholar

[5] CSN ISO 6784 Concrete – Determination of static modulus of elasticity in compression, Czech office for standards, metrology and testing, (1993).

Google Scholar

[6] CSN EN 12390-6 Testing hardened concrete – Part 6: Tensile splitting strength of test specimens, Czech office for standards, metrology and testing, (1993).

DOI: 10.3403/30200045

Google Scholar