Geotechnical properties of a type of iron ore fines

Hailong Wang, Junichi Koseki, Takeshi Sato, Yukika Miyashita

研究成果: Paper

2 引用 (Scopus)

抄録

Accidents and life loss caused serious concern on the liquefaction problem of some solid bulk cargoes such as iron ore fines during transportation at sea. To understand the liquefaction property of a type of iron ore fines, a series of tests, e.g. SEM observation, monotonic loading triaxial test, cyclic loading triaxial test etc. were conducted. Test results show that this unusual material possesses some special properties, for instance, much higher specific gravity Gs (average Gs=4.444) as compared to common materials in geotechnical engineering. SEM observation unveils that the tested iron ore fines has a multi-layer, micro-porous structure which may affect its water retention ability under unsaturated states. The result from the undrained monotonic loading test indicates an angle of internal friction of 45.6° according to the Mohr-Coulomb failure criterion. Interestingly, the peak strength and the residual strength were achieved at values of axial strain of approximately 2.5% and 13%, respectively, regardless of confining pressure among three undrained monotonic loading tests. The undrained response of tested iron ore fines to cyclic loading shows similar characteristics as those of common sands and the liquefaction resistance of this material defined based on the relationship between cyclic stress ratio (CSR) and number of cycle is not significantly affected by change of confining pressure.

元の言語English
ページ541-546
ページ数6
DOI
出版物ステータスPublished - 2015 1 1
外部発表Yes
イベント15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015 - Fukuoka, Kyushu, Japan
継続期間: 2015 11 92015 11 13

Other

Other15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015
Japan
Fukuoka, Kyushu
期間15/11/915/11/13

Fingerprint

Iron ores
geotechnical property
iron ore
Liquefaction
liquefaction
iron
loading test
cyclic loading
triaxial test
confining pressure
bulk cargo
scanning electron microscopy
testing
strength (mechanics)
residual strength
Geotechnical engineering
Scanning electron microscopy
Internal friction
geotechnical engineering
water retention

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Soil Science

これを引用

Wang, H., Koseki, J., Sato, T., & Miyashita, Y. (2015). Geotechnical properties of a type of iron ore fines. 541-546. 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan. https://doi.org/10.3208/jgssp.JPN-079

Geotechnical properties of a type of iron ore fines. / Wang, Hailong; Koseki, Junichi; Sato, Takeshi; Miyashita, Yukika.

2015. 541-546 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan.

研究成果: Paper

Wang, H, Koseki, J, Sato, T & Miyashita, Y 2015, 'Geotechnical properties of a type of iron ore fines' 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan, 15/11/9 - 15/11/13, pp. 541-546. https://doi.org/10.3208/jgssp.JPN-079
Wang H, Koseki J, Sato T, Miyashita Y. Geotechnical properties of a type of iron ore fines. 2015. 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan. https://doi.org/10.3208/jgssp.JPN-079
Wang, Hailong ; Koseki, Junichi ; Sato, Takeshi ; Miyashita, Yukika. / Geotechnical properties of a type of iron ore fines. 論文発表場所 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015, Fukuoka, Kyushu, Japan.6 p.
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