Young's Modulus of Coarse Granular Materials via Cyclic Large Triaxial Tests: Effect of Parallel Grading and Loading Pattern

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초록

In this study, a new large-scale triaxial testing apparatus was constructed and calibrated. To verify the new testing system, synthetic specimens were prepared and tested by three different testing methods: tests using the newly constructed large-scale triaxial testing apparatus, resonant column/torsional shear tests, and free free resonant column tests. Young's moduli of the synthetic specimens measured by the three methods were compared, providing comparable results. In addition, cyclic triaxial tests were performed under various experimental conditions on coarse grain materials. Two series of parallel graded samples were prepared by mixing crushed rock. The samples were tested using the new triaxial testing apparatus under various testing conditions. The influence of grain size, loading pattern, loading frequency, and fine contents were analyzed and discussed.

키워드

Young's modulus; parallel grading method; large-scale triaxial testing apparatus; coarse granular material; DEFORMATION; GRAVEL
제목
Young's Modulus of Coarse Granular Materials via Cyclic Large Triaxial Tests: Effect of Parallel Grading and Loading Pattern
저자
Lee, Sung-Jin; Choo, Yun Wook; Lee, Jin-Wook; Sagong, Myung
DOI
10.1520/GTJ20120064
발행일
2013-05
유형
Article
저널명
Geotechnical Testing Journal
권
36
호
3
페이지
429 ~ 441