Application of Anti-Washout under Water Concrete as a Filling Material for Subground of Immersed Tunnel Elements

Instead of bentonite mortar used a lot of filling materials, the authors considered the use of anti-washout underwater concrete satisfying the quality requirements for filling 50-cm thick confined spaces in water between crushed stone foundations and the bottoms of immersed tunnel elements. The conc...

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Veröffentlicht in:Journal of the Society of Materials Science, Japan Japan, 2000/08/15, Vol.49(8), pp.927-934
Hauptverfasser: SANO, Kiyofumi, MATSUMOTO, Fumihito, SUEOKA, Eiji, MAEDA, Satoshi, NAKAMURA, Isamu, MIYAGAWA, Toyoaki
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container_end_page 934
container_issue 8
container_start_page 927
container_title Journal of the Society of Materials Science, Japan
container_volume 49
creator SANO, Kiyofumi
MATSUMOTO, Fumihito
SUEOKA, Eiji
MAEDA, Satoshi
NAKAMURA, Isamu
MIYAGAWA, Toyoaki
description Instead of bentonite mortar used a lot of filling materials, the authors considered the use of anti-washout underwater concrete satisfying the quality requirements for filling 50-cm thick confined spaces in water between crushed stone foundations and the bottoms of immersed tunnel elements. The concrete is required to have high fluidity to permit filling of thin and extensive spaces, adequate segregation resistance and excellent pumpability over a long distance. The authors investigated the performance of anti-washout underwater concretes by adjusting the mixture proportions with the aim of reducing the dosage of viscosity agent. The placeability and filling capability of the selected concrete was then confirmed by pumping tests and mock-up tests. The concrete was proven to have stable properties by the quality tests in actual production, retaining its placeability throughout the transportation and placing processes.
doi_str_mv 10.2472/jsms.49.927
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subjects Anti-washout underwater concrete
Confined spaces in water
Filling material
Immersed tunnel
Viscosity agent
title Application of Anti-Washout under Water Concrete as a Filling Material for Subground of Immersed Tunnel Elements
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