Concrete Journal
Online ISSN : 2186-2753
Print ISSN : 0387-1061
ISSN-L : 0387-1061
SHIELD TUNNEL LINING CONSTRUCTION BY CAST-IN-PLACE CONCRETE LINING METHOD
Setsuo MatsuoJunji SakimotoShigeyuki Sogo
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1981 Volume 19 Issue 8 Pages 31-38

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Abstract
'Cast-in-place concrete lining method' is one of the Shield tunnel construction method. By this method, the shield machine is drived by the reaction due to pressing the cast-in-place fresh concrete at high pressure. This method has many advantages, the settlement of ground is extremely little, the process of work is shortened, the lining is constructed economically and high quality, and etc. This paper describes the introduction of 'Cast-in-place concrete lining method', the character of pressed concrete and the abstract of experimental construction.
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© Japan Concrete Institute
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