한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2008년도 추계 학술발표회
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- Pages.1278-1284
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- 2008
모형 지반의 최대 전단탄성계수 평가를 위한 벤더 엘리먼트 시험의 적용
Application of Bender Element Tests for the Estimation of Maximum shear Modulus in Calibration Chamber
- Kwon, Hyung-Min (Korea Institute of Construction Technology) ;
- Ko, Young-Ju ;
- Chung, Choong-Ki (Dept. of Civil and Env. Eng., Seoul National University)
- 발행 : 2008.10.10
초록
This study carried out bender element tests in a calibration chamber in order to estimate the characteristics of soil specimen prepared in a calibration chamber. Basically, the purpose of bender element test is to measure the shear wave velocity. Bender element test cannot only confirm the status of soil specimen deposited in a chamber, but also estimate the consolidation process indirectly. In order to carry out bender element test in a calibration chamber, a pair of bender elements was installed inside the chamber, using the 'ㄷ' shaped frame. For the sandy soils having various relative densities in various stress conditions, the maximum shear modulus was estimated. From the comparison with bender element test results in a triaxial testing device, testing device and procedure was validated.