• Magazine of the Korea Concrete Institute
• /
• v.1 no.1
• /
• pp.45-48
• /
• 1989

• Magazine of the Korea Concrete Institute
• /
• v.2 no.1
• /
• pp.18-23
• /
• 1990

• Magazine of the Korea Concrete Institute
• /
• v.2 no.1
• /
• pp.5-13
• /
• 1990

• Magazine of the Korea Concrete Institute
• /
• v.2 no.1
• /
• pp.24-27
• /
• 1990

• Magazine of the Korea Concrete Institute
• /
• v.2 no.1
• /
• pp.28-32
• /
• 1990

• Magazine of the Korea Concrete Institute
• /
• v.2 no.1
• /
• pp.33-36
• /
• 1990

• Magazine of the Korea Concrete Institute
• /
• v.2 no.1
• /
• pp.37-38
• /
• 1990

• Magazine of the Korea Concrete Institute
• /
• v.1 no.2
• /
• pp.3-4
• /
• 1989

• Proceedings of the Korea Concrete Institute Conference
• /
• 1999.10a
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• pp.21.1-22
• /
• 1999

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.11a
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• pp.509-512
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• 2008

The lining concrete of water tunnel is a much capability to occur crack due to drying shrinkage and vibrator compaction etc. Because of crack of concrete induce structural problem and decrease durability of concrete, it is need to reduce crack of concrete. In this an Analytical study to analyze the effect of curing of concrete and compaction on the lining concrete. As the results, it was found that control of construction condition into curing of concrete and compaction improve on construction efficiency of the lining concrete.