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

Cited 7 time in webofscience Cited 6 time in scopus
  • Hit : 416
  • Download : 0
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.
Publisher
AMER SOC TESTING MATERIALS
Issue Date
2013-05
Language
English
Article Type
Article
Keywords

COMPACTED GRAVEL; DEFORMATION

Citation

GEOTECHNICAL TESTING JOURNAL, v.36, no.3, pp.429 - 441

ISSN
0149-6115
DOI
10.1520/GTJ20120064
URI
http://hdl.handle.net/10203/255010
Appears in Collection
RIMS Journal Papers
Files in This Item
There are no files associated with this item.
This item is cited by other documents in WoS
⊙ Detail Information in WoSⓡ Click to see webofscience_button
⊙ Cited 7 items in WoS Click to see citing articles in records_button

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0