Analysis of Mechanical Properties of Solidified soil using Pig Iron Slag

IF 0.4 Q4 ENGINEERING, GEOLOGICAL Journal of the Korean Geosynthetic Society Pub Date : 2018-01-01 DOI:10.12814/JKGSS.2018.17.1.001
Chul-Jin Yang, J. Bae, Ho-Seok Byun, Kang-Hwi Lee, Jong-Sik Lee
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引用次数: 1

Abstract

We conducted research to develop a solidification agent for the ground surface reinforcement method in which activator is fused by recycling pig iron slag, which is a byproduct generated in the steel making process. The purpose of this research is to solve the problems of surface soil by improving the strength and durability of foundation soil such as soil loss, settlement, sinkhole, etc. by recycling pig iron slag from disused or landfilled steelworks. For this purpose, the possibility of using pig iron slag as a solidification soil was evaluated by the compressive strength, elution test of harmful materials, permeability coefficient test. As a result of the compressive strength test, the values of the strength of the curing 28 days of the solidified soil having the solidification agent mixing ratio of 12% were found to be 0.93, 0.96 and 1.3 MPa, respectively, satisfying the required strength value of 1 MPa, In the case of permeability coefficients, the minimum values were 4.1 × 10, 7.0 × 10, and 1.7 × 10 cm/sec, respectively, at the solidification agent mixing rate of 12%. In addition, as a result of the elution test of harmful materials, a small amount was detected in the item of hexavalent chromium but satisfied the inclusion criteria, and in the remaining items, heavy metals were not eluted.
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生铁渣固化土的力学特性分析
我们研究开发了一种固化剂,用于地面加固法,该方法是利用炼钢过程中产生的副产物生铁渣进行熔炼。本研究的目的是通过回收废弃或填埋钢铁厂的生铁渣,提高地基土的强度和耐久性,解决地表土壤流失、沉降、塌方等问题。为此,通过抗压强度、有害物质洗脱试验、渗透系数试验,对生铁渣作为固化土的可能性进行了评价。抗压强度试验结果表明,当固化剂掺量为12%时,固化土固化28天的强度值分别为0.93、0.96和1.3 MPa,满足1 MPa的强度要求值;在渗透系数方面,当固化剂掺量为12%时,最小值分别为4.1 × 10、7.0 × 10和1.7 × 10 cm/sec。另外,在有害物质洗脱试验中,六价铬项检出少量但符合纳入标准,其余项目重金属未被洗脱。
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