TY - JOUR
T1 - Water retention characteristics of iron ore fines
AU - Wang, Hailong
AU - Koseki, Junichi
AU - Nishimura, Tomoyoshi
N1 - Funding Information:
The first author would like to express great gratitude to T. Sato at Integrated Geotechnology Institute Ltd., Japan, for his help in the experimental work, and H. Komine at Waseda University for his valuable comments on this work. The experimental work in this study was conducted at The University of Tokyo. This work was performed as a part of the activities of the first author at the Research Institute of Sustainable Future Society, Waseda Research Institute for Science and Engineering, Waseda University.
Publisher Copyright:
© The author(s).
PY - 2020
Y1 - 2020
N2 - Evaluations of water retention characteristics of typical iron ore fines (IOF) were presented, which was part of experimental works for the estimation of liquefaction potential of IOF heaps. The water retention tests were conducted in a suction range from 0.1 to 106 kPa on two IOFs and two artificial soils with various testing techniques. It is observed that water retention characteristic curves of one IOF (IOF-B) converge in terms of the relationship between suction (S) and water content (w) regardless densities of specimens when S exceeds a threshold value (Sth). Based on this finding, water retention characteristics are divided into density and materials affected zones. It is also found that IOFs generally have higher water retention ability than the two artificial soils, from which discussion is made on the effect of specific surface area and mineralogy on water retention characteristics of IOF. Finally, water retention characteristics are linked to compaction curves, from which, with the consideration that degree of saturation at peaks of compaction curves is relatively constant, a safety margin of a recently proposed regulation for maritime transportation of IOF is discussed.
AB - Evaluations of water retention characteristics of typical iron ore fines (IOF) were presented, which was part of experimental works for the estimation of liquefaction potential of IOF heaps. The water retention tests were conducted in a suction range from 0.1 to 106 kPa on two IOFs and two artificial soils with various testing techniques. It is observed that water retention characteristic curves of one IOF (IOF-B) converge in terms of the relationship between suction (S) and water content (w) regardless densities of specimens when S exceeds a threshold value (Sth). Based on this finding, water retention characteristics are divided into density and materials affected zones. It is also found that IOFs generally have higher water retention ability than the two artificial soils, from which discussion is made on the effect of specific surface area and mineralogy on water retention characteristics of IOF. Finally, water retention characteristics are linked to compaction curves, from which, with the consideration that degree of saturation at peaks of compaction curves is relatively constant, a safety margin of a recently proposed regulation for maritime transportation of IOF is discussed.
KW - Compaction
KW - Iron ore fines
KW - Suction–volumetric water ratio relationship
KW - Water retention characteristics
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U2 - 10.1139/cgj-2018-0840
DO - 10.1139/cgj-2018-0840
M3 - Comment/debate
AN - SCOPUS:85088027377
SN - 0008-3674
VL - 57
SP - 1427
EP - 1437
JO - Canadian geotechnical journal
JF - Canadian geotechnical journal
IS - 9
ER -