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Deformation Behavior of Underground Pipe with Controlled Low Strength Materials with Marine Dredged Soil  

Lee, Kwan-Ho (공주대학교 건설환경공학부)
Kim, Ju-Deuk (다산컨설턴트 지반부)
Hyun, Seong-Cheol (공주대학교 건설환경공학부)
Song, Yong-Seon (공주대학교 건설환경공학부)
Lee, Byung-Sik (공주대학교 건설환경공학부)
Publication Information
Journal of the Korean Society of Hazard Mitigation / v.7, no.5, 2007 , pp. 129-137 More about this Journal
Abstract
It is very urgent to research the proper recycling method of marine dredged soil as construction material for environmental conservation. Couple of developed countries have been lots of related researches on recycling of marine dredged soil for marine environmental conservation. This is highly imperative in our country. A small-scaled model test for underground pipe has been conducted on the use of controlled low strength materials with marine dredged soil. The flexible pipe, which is called PVC, was used. Four different testing materials, such as natural sand, insitu-soil, sand-CLSM with marine dredged soil and insitu-soil CLSM with marine dredged soil, were used. The vertical and lateral displacement of pipe with CLSM is one tenth of common granular materials. Also, the use of CSLM showed lower lateral and vertical pressure than that of common granular materials. The main reason is the effect of cement hardening of CLSM. This could increase of the stiffness of pipe with backfill materials. In this study, the data presented show that marine dredged soil and in-situ soil can be successfully used in CLSM and reduce the deformation and earth pressure on flexible pipe.
Keywords
CLSM; model test; earth pressure; underground pipe;
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