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李双杰, 伍浩良, 傅贤雷, 蒋宁俊, 万佳磊, 李江山, 杜延军. 氧化镁碱激发矿粉-膨润土-土竖向屏障材料阻隔铅污染物的化学渗透膜效应[J]. 岩土工程学报, 2022, 44(6): 1078-1086. DOI: 10.11779/CJGE202206012
引用本文: 李双杰, 伍浩良, 傅贤雷, 蒋宁俊, 万佳磊, 李江山, 杜延军. 氧化镁碱激发矿粉-膨润土-土竖向屏障材料阻隔铅污染物的化学渗透膜效应[J]. 岩土工程学报, 2022, 44(6): 1078-1086. DOI: 10.11779/CJGE202206012
LI Shuang-jie, WU Hao-liang, FU Xian-lei, JIANG Ning-jun, WAN Jian-lei, LI Jiang-shan, DU Yan-jun. Experimental study on chemico-osmotic membrane behaviors of reactive MgO-activated slag-bentonite backfill in vertical cutoff walls exposed to Pb-laden groundwater[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 1078-1086. DOI: 10.11779/CJGE202206012
Citation: LI Shuang-jie, WU Hao-liang, FU Xian-lei, JIANG Ning-jun, WAN Jian-lei, LI Jiang-shan, DU Yan-jun. Experimental study on chemico-osmotic membrane behaviors of reactive MgO-activated slag-bentonite backfill in vertical cutoff walls exposed to Pb-laden groundwater[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 1078-1086. DOI: 10.11779/CJGE202206012

氧化镁碱激发矿粉-膨润土-土竖向屏障材料阻隔铅污染物的化学渗透膜效应

Experimental study on chemico-osmotic membrane behaviors of reactive MgO-activated slag-bentonite backfill in vertical cutoff walls exposed to Pb-laden groundwater

  • 摘要: 采用活性氧化镁激发粒化高炉矿粉(GGBS)制备氧化镁激发矿粉-膨润土-土(MSBS)竖向阻隔屏障材料。通过一维土柱化学渗透试验,研究了硝酸铅(Pb(NO3)2)污染液浓度对MSBS阻隔屏障材料的阻隔性能参数包括化学渗透膜效率系数、有效扩散系数和阻滞因子的影响规律,对比分析了MSBS、土-膨润土(SB)和膨润土防水毯(GCL)竖向屏障材料的阻隔性能参数的差异特征。结果表明:MSBS屏障材料在Pb(NO3)2污染液中表现出明显的化学渗透膜效应,其化学渗透膜效率系数随着Pb(NO3)2污染液浓度增加迅速减小。MSBS阻隔屏障材料Pb2+的有效扩散系数随Pb(NO3)2污染液浓度增大略有增加,但变化幅度明显低于SB屏障材料。MSBS的阻滞因子受Pb2+浓度影响不显著,而SB竖向阻隔屏障对于Pb2+的阻滞因子则随其浓度增加而显著降低。

     

    Abstract: The reactive magnesia (MgO) is used as an alkali activator to activate granulated blast furnace slag (GGBS) to prepare alkali activated slag-bentonite-soil vertical barrier (MSBS) material. The chemico-osmotic memberane behavior test using lead nitrate Pb(NO3)2 solutions with different concentrations as testing liquids is conducted on the MSBS specimen, and the effects of Pb(NO3)2 concentration on the Pb2+ containment performance including chemico-osmotic efficiency coefficient, effective diffusion coefficient and retardation factor are evaluated. Comparative assessment of performance is made between the MSBS material in this study and other engineered barrier materials including soil-bentonite (SB) vertical cutoff wall backfill and geosynthetic clay liner (GCL) reported in previously published studies. The results show that the MSBS backfill has noticeable chemical-osmotic membrane behavior, and the chemico-osmotic efficiency coefficient decreases rapidly with the increasing Pb2+ concentration. The effective diffusion coefficient of Pb2+in the MSBS increases slightly with the increasing Pb2+concentration, and its change magnitude is significantly lower than that for the SB backfill materials. The retardation factor for Pb2+ in the MSBS backfill remains practically constant with the increasing Pb2+concentration, whereas it decreases significantly with the increasing Pb2+ concentration for the SB backfill materials.

     

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