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논문KCI 등재

연직천연섬유배수재를 이용한 연약지반 개량

Soil Improvement using Vertical Natural Fiber Drains

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참고문헌

키워드

주제분류토목공학

초록

A pilot test using environmentally friendly drains, was carried out to evaluate their applicability potential in the field. The pilot test site was divided into 5 different areas, with several combinations of vertical and horizontal drains installed for evaluation. Conventional natural fiber drains (FDB), new developed straw drain board (SDB) and plastic drain board (PDB) were used as vertical drains, while sand and fiber mats were used as horizontal drains. Surface settlement rates and excess pore pressure generation/dissipation tendency of PDB and FDB are almost identical except those of SDB. Cone tip resistance obtained from cone penetration test measured at the end of 1st consolidation stage for upper soft layer definitely increased irrespective of types of vertical drains. The monitoring and site investigation test data obtained at the pilot test site prove the vertical natural fiber drains can be used as substitutes of conventional plastic and sand material.

Abstract

A pilot test using environmentally friendly drains, was carried out to evaluate their applicability potential in the field. The pilot test site was divided into 5 different areas, with several combinations of vertical and horizontal drains installed for evaluation. Conventional natural fiber drains (FDB), new developed straw drain board (SDB) and plastic drain board (PDB) were used as vertical drains, while sand and fiber mats were used as horizontal drains. Surface settlement rates and excess pore pressure generation/dissipation tendency of PDB and FDB are almost identical except those of SDB. Cone tip resistance obtained from cone penetration test measured at the end of 1st consolidation stage for upper soft layer definitely increased irrespective of types of vertical drains. The monitoring and site investigation test data obtained at the pilot test site prove the vertical natural fiber drains can be used as substitutes of conventional plastic and sand material.

참고문헌 (7)

  1. 조성민, "국내 연약점성토 지반의 성토 재하시 변형 특성 분석", 박사, pp.1998
  2. 자연친화형 도로건설을 위한 친환경 배수재 활용 연약지반 개량기술 연구, 건설기반구 축사업 최종보고서, "한국건설기술연구원", 건설교통부, 398~ (2007)
  3. 한국도로공사, "도로공사 설계요령, 제 2권-5편 토공 및 배수", ~ (2002)
  4. Asaoka,A, "Observational Procedure of Settlement Prediction", Soils and Foundations, 18(3), pp.87~101 (1978)
  5. Barron,R.A, "Consolidation of Fine-Grained Soils by Drain Wells", Transactions ASCE, 113(1246), pp.718~754 (1948)
  6. Leroueil, S, "Construction Pore Pressures in Clay Foundations under Embankments, Part I : the Saint-Alban test fills", Canadian Geotechnical Journal, 15(1), pp.54~65 (1978)
  7. Kim, J. H, "Evaluation of the Environmentally-Friendly Drains for Soft Ground Improvements", Proceedings of the 16th International Offshore and Polar Engineering Conference, pp.546~551 (2006)

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