Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2010.09a
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- Pages.1117-1121
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- 2010
Characteristic of Soil Parameter of Constitutive Model by Relative Density
상대밀도에 따른 구성모델의 토질매개변수 특성
- Kim, Chan-Kee (Dept. of Civil Engineering, Daejin University) ;
- Cho, Won-Bum (Dept. of Civil Engineering, Daejin University) ;
- Park, Wook-Keun (Dept. of Civil Engineering, Daejin University) ;
- Kim, Eui-Jo (Dept. of Civil Engineering, Daejin University) ;
- Kim, Young-Chul (Dept. of Civil Engineering, Daejin University)
- 김찬기 (대진대학교 건설시스템공학과) ;
- 조원범 (대진대학교 토목환경공학과) ;
- 박욱근 (대진대학교 토목환경공학과) ;
- 김의조 (대진대학교 토목공학과) ;
- 김용철 (대진대학교 토목공학과)
- Published : 2010.09.09
Abstract
Several isotropic compression-expansion tests and a series of drained conventional traxial tests with various confining pressures for relative density of Beakma river sand 25%, 50%, 80% and 100% selecting Lade's Single Work-Hardening constitutive model. This examination materials use regression analysis as a basis, depending on the relative density of soil parameters change statement attributes. Yield fuction represent the soil parameters h and