Evaluation of Dynamic Properties through Large Triaxial Test : Development and Verification of Apparatus

대형삼축압축실험을 이용한 동적물성 산정 : 장비구축 및 검증

  • 이성진 (한국철도기술연구원 철도구조연구실) ;
  • 김윤기 (한국철도기술연구원 철도구조연구실) ;
  • 이준석 (한국철도기술연구원 차륜궤도연구실) ;
  • 황선근 (한국철도기술연구원 철도구조연구실) ;
  • 박재준 (케이엔알시스템 연구개발팀)
  • Published : 2010.06.10

Abstract

Coarse granular materials such as gravel and crushed stone have been used as an important fill materials to large soil structure of railway, road, dam and so on. Although much studies for general soil materials have been carried out domestically, the studies for coarse materials were insufficient. Particularly, it is the level in which the study for dynamic properties(Elastic modulus and damping ratio) of coarse materials, applies the foreign country literature. This is due to the lack of large equipment for element test. But large soil structures made of coarse granular materials are generally important infrastructures. Therefore, the reliable design parameters for coarse materials should be obtained for safe and economic design, construction and maintenance. Triaxial test is the laboratory test method that is capable of controlling a confining pressure and boundary condition. In this project, we made a multi-purpose large triaxial testing system. This testing system is able to test coarse granular materials with maximum particle diameter of 100mm and support both the load control and displacement control. The load cell is installed inside of triaxial cell and the axial displacement is measured locally in order to control and measure more accurately in the small strain level. The verification test of this testing system was carried out with urethane verification specimens. So, from now on the useful information for coarse granular materials are expected to suggested by performing many tests with various material and condition.

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