磷基固化剂处理矿区酸性重金属污染土现场试验研究OA
Field trial of phosphorus-based binders for solidification/stabilization of soils contaminated with multiple heavy metals
针对某金矿酸性废液收集库重金属(铁、锰)复合污染土的固化稳定化修复工程开展了现场试验研究.采用12%的生物质固废牛骨粉复配电石渣(SS-H)、过磷酸钙复配电石渣(SS-E)两种固化剂固化污染土,研究现场污染土固化后的重金属浸出浓度、无侧限抗压强度、pH、干密度、贯入指数(DCPI)、重金属赋存形态,明确SS-H和SS-E的土体固化和重金属稳定化效果.结果表明:①养护 28d后,SS-H和SS-E均可显著降低污染土的重金属浓度,且浸出浓度可满足地下水Ⅲ类质量标准(GB/T 14848-2017)的限制要求.②SS-H对锰的稳定化效果更显著,锰的浸出浓度由23 mg/L降低至0.02 mg/L;SS-E对铁的修复效果更好,铁的浸出浓度由34.3 mg/L降低至0.04 mg/L.③SS-H和SS-E均能有效提高固化土的强度.现场试验28 d后,固化土体平均DCPI较处理前分别降低了93.1%和93.2%.SS-H和SS-E两种固化剂可有效地固定酸性复合污染土的重金属,且提高污染土力学性能.④相比污染土,SS-H和SS-E固化土中水溶态Mn的占比分别由16.5%降低至0.19%和0.34%,修复前后Fe的形态变化不显著.
Field tests are conducted to evaluate the effectiveness of binders(SS-H and SS-E)for solidifying/stabilizing iron(Fe)and manganese(Mn)contaminated soils at a gold mining acid waste collection reservoir.The field-stabilized soils are subjected to the toxicity characteristic leaching procedure(TCLP),pH,dry density,dynamic cone penetrometer tests,and heavy metal speciation analysis.The results indicate that field stabilization using SS-H and SS-E can significantly reduce the leached concentrations of Fe and Mn,with the leached concentrations of Fe and Mn being below the national groundwater quality standard(GB/T 14848-2017,Class III).SS-H is more effective in immobilizing Mn,with its leached concentration decreasing from 23 mg/L to 0.02 mg/L.SS-E is more effective in immobilizing Fe,reducing its leached concentration from 34.3 mg/L to 0.04 mg/L.Both SS-H and SS-E significantly improve the strength of the solidified soils.The dynamic cone penetration index of SS-H and SS-E solidified soils decreases by 93.1%and 93.2%,respectively,as compared to the untreated soils.The results demonstrate that both SS-H and SS-E binders are promising in solidifying/stabilizing multi-heavy metals contaminated soils with low pH.After stabilization,the water-soluble Mn fractions in the SS-H-and SS-E solidified soils are reduced from 16.5%to 0.19%and to 0.34%respectively,while alterations in Fe speciation are insignificant.
胡阳;周实际;徐杨;林恩峰;曾施敏;田明阳;林敏立;杜延军
东南大学岩土工程研究所,江苏 南京 211189东南大学岩土工程研究所,江苏 南京 211189东南大学岩土工程研究所,江苏 南京 211189东南大学岩土工程研究所,江苏 南京 211189东南大学岩土工程研究所,江苏 南京 211189中节能大地环境修复有限公司,北京 100082中节能(合肥)可再生能源有限公司,安徽 合肥 231602东南大学岩土工程研究所,江苏 南京 211189
建筑与水利
固化稳定化磷基固化剂现场试验工程特性环境安全特性
solidification/stabilizationphosphorus-based binderfield testengineering propertiesenvironmental characteristics
《岩土工程学报》 2026 (3)
560-568,9
国家重点研发计划项目(2019YFC1806000)安徽省重点研发计划项目(2023t07020018)国家自然科学基金项目(42477178)This work was supported by National Key Research and Development Program of China(Grant No.2019YFC1806000),Key Research and Development Program of Anhui Province(Grant No.2023t07020018),and National Natural Science Foundation of China(Grant No.42477178).
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