한국안전학회지 (Journal of the Korean Society of Safety)
- 제15권2호
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- Pages.97-102
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- 2000
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- 1738-3803(pISSN)
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- 2383-9953(eISSN)
매립지반에 적용된 쇄석말뚝의 보강효과
The Reinforcement Effect of Stone Columns on Refuse Landfill
- Lee, Bong-Jin (Department of Construction & Urban Engineering, Chungju National University) ;
- Bae, Woo-Seok (Department of Civil Engineering, Chungbuk National University) ;
- Lee, Jun-Dae (Department of Civil Engineering, Semyung University)
- 투고 : 1999.12.07
- 심사 : 2000.03.22
- 발행 : 2000.06.30
초록
This paper presents the design, construction and performance of ground treatment to support road embankment on refuse landfill. Long-term settlement of refuse landfill is analysised by Sower and Yen/scanlon. As a results of site test, predicting settlement excess the allowable settlement and ultimate bearing capacity is not satisfied. The effectiveness of DDR(Deep Dynamic Replacement) is monitered by field tests (SPT, PBT, PMT) before, during and after construction of the stone columns. The ultimate bearing capacity for reinforced landfill by stone columns obtained from the in-situ test results has been compared with the existing theories. In municipal wastes landfill, settlement after treatment using stone column is satisfied to allowable residual settlement. Therefore, long-term stability can be gain in these cases.
키워드