Effect of amorphous silica content in clay on mechanical properties of the mixture of clay and converter steelmaking slag

Yuka Kakihara, Y. Kikuchi, S. Noda, Takamune Yamaguchi, Risa Tomimatsu, Kosuke Nakayama, Tomotaka Yoshikawa
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引用次数: 1

Abstract

A mixture of dredged soil and steelmaking slag solidifies owing to the pozzolanic reaction between the silica and alumina in the dredged soil and the calcium in the steelmaking slag. Previous studies have reported that, for the same steelmaking slag, the concentration of dissolved silica and the shear strength of a mixture of dredged soil and steelmaking slag increases as the content of amorphous silica in the clay increases. However, the relationship between factors that affect solidification strength, such as the ratio of amorphous silica content and the humic acid content, and the solidification strength of a mixture of clayey soil and steelmaking slag has not been clarified. In this study, focusing on the ratio of amorphous silica contents in clay, clays containing different ratios of amorphous silica content were prepared by mixing kaolin clay and metakaolin. The unconfined compressive strengths of the clay mixed with steelmaking slag were measured. For the same curing time and up to an amorphous silica content ratio of 15%, the strength increases with an increase in the ratio. In addition, the shear strength develops earlier for higher content ratios of amorphous silica. Compared with studies on dredged soils mixed with steelmaking slag, the amorphous silica content ratio of the clay in this study was higher than that of dredged soils. However, the shear strength in the dredged soil with amorphous silica from diatoms and minerals mixed with steelmaking slag developed earlier than that of the clay with amorphous silica from minerals mixed with steelmaking slag. The differences in the development of shear strength can be attributed to the difference of the amorphous silica from minerals or that from diatoms.
粘土中无定形二氧化硅含量对粘土与转炉炼钢渣混合料力学性能的影响
疏浚土和炼钢渣的混合物是由于疏浚土中的二氧化硅和氧化铝与炼钢渣中的钙发生火山灰反应而固化的。已有研究报道,对于相同的炼钢渣,随着粘土中无定形二氧化硅含量的增加,疏浚土与炼钢渣混合物的溶解二氧化硅浓度和抗剪强度也随之增加。然而,影响凝固强度的因素,如无定形二氧化硅含量与腐植酸含量之比,与粘土-炼钢渣混合物的凝固强度之间的关系尚未明确。本研究以粘土中非晶态二氧化硅含量的比例为研究对象,采用高岭土与偏高岭土混合制备了不同比例非晶态二氧化硅含量的粘土。测定了炼钢渣混合粘土的无侧限抗压强度。在相同的固化时间下,当非晶硅含量比为15%时,强度随比例的增加而增加。此外,非晶二氧化硅含量越高,抗剪强度发展越早。与掺炼钢渣的疏浚土相比,本研究中粘土的无定形二氧化硅含量比高于疏浚土。而硅藻和钢渣混合矿物形成的非晶态二氧化硅泥的抗剪强度比钢渣混合矿物形成的非晶态二氧化硅泥的抗剪强度发展得早。抗剪强度发展的差异可归因于矿物中无定形二氧化硅和硅藻中无定形二氧化硅的差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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