Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2008.03a
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- Pages.1030-1035
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- 2008
Liquefaction Remediation by Rammed Aggregate Piers(RAP) on Soft Ground
쇄석다짐말뚝에 의한 연약지반의 액상화 저감효과에 관한 연구
- An, Dong-Seok (Dept. of Civil and Environ. Engrg., Dankook Univ.) ;
- Bae, Kyung-Tae (Inst. of Const. and Tech., Seoul National Univ. of Technology) ;
- Park, Seong-Wan (Dept. of Civil and Environ. Engrg., Dankook Univ.)
- Published : 2008.03.28
Abstract
Dynamic numerical analyses were performed to investigate the response of liquefaction remediation of rammed aggregate piers(RAP) on soft ground under free strain conditions. The safe factors of the soft ground reinforced by RAP during seismic loading of magnitude 6.5 were calculated. The results of simulation showed that factors of safety were affected various area replacement ratios, surcharge loads and depth of RAP systems.