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박종엽,상현규,류권일,김팔규 충남대학교 산업기술연구소 2002 산업기술연구논문집 Vol.17 No.1
In this paper, indoor soil tank is used to measure the deformation of flexible pipe in the soil mass on the theory of Bossinesq's stress and Marston's Ditch Conduit case. Besides, field compaction test is perfomed for compaction effect of the real construction field. In compression test of the pipe in the soil mass, the flexible pipe has 3.5% of the allowed defomation, and 220kg of the allowed compression load. With theories and soil tank test in this study, the allowed deformation ratio of the flexible pipe is determined to be safe at the depth over 40cm. Consequently, it is considered that the quality of the pipe should be maintained, and the development of the high quality pipe is needed for the safe and economical construction. Especially in compaction, inappropriate compaction could be dangerous.