Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2005.03a
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- Pages.831-837
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- 2005
Case study of Cut-slop failure caused by rock anisotropy
암석의 이방성에 기인한 절토사면 붕괴 사례연구
- Jung, Young-Kook (Dept. of Technical Development Korea Infrastructure Safety & Technology Corporation) ;
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Chang, Buhm-Soo
(Dept. of Technical Development Korea Infrastructure Safety & Technology Corporation) ;
- Shin, Chang-Gun (Dept. of Technical Development Korea Infrastructure Safety & Technology Corporation) ;
- Lee, Yeon-Hee (Dept. of Technical Development Korea Infrastructure Safety & Technology Corporation)
- Published : 2005.03.25
Abstract
In this study, a computer program to predict the behavior of laterally loaded single pile and pile groups was developed by using a beam-column analysis in which the soils are modeled as nonlinear springs by a family of p-y curves for subgrade modulus. The special attention was given to the lateral displacement of a single pile and pile groups due to the soil condition and the cap rigidity. The analysis considering group effect was carried out for
Keywords
- laterally loaded pile groups;
- beam-column analysis;
- p-y curve;
- the soil condition;
- cap connectivity conditions