• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

用作酸性废物填埋衬垫的压实粘土的水力传导率研究。

Hydraulic conductivity study of compacted clay soils used as landfill liners for an acidic waste.

机构信息

Centre National des Recherches en Science des Matériaux, Borj Cedria Techno-Park, B.P. 95-2050, Hammam Lif, Tunis, Tunisia.

出版信息

Waste Manag. 2013 Jan;33(1):60-6. doi: 10.1016/j.wasman.2012.08.012. Epub 2012 Sep 11.

DOI:10.1016/j.wasman.2012.08.012
PMID:22980909
Abstract

Three natural clayey soils from Tunisia were studied to assess their suitability for use as a liner for an acid waste disposal site. An investigation of the effect of the mineral composition and mechanical compaction on the hydraulic conductivity and fluoride and phosphate removal of three different soils is presented. The hydraulic conductivity of these three natural soils are 8.5 × 10(-10), 2.08 × 10(-9) and 6.8 × 10(-10)m/s for soil-1, soil-2 and soil-3, respectively. Soil specimens were compacted under various compaction strains in order to obtain three wet densities (1850, 1950 and 2050 kg/m(3)). In this condition, the hydraulic conductivity (k) was reduced with increasing density of sample for all soils. The test results of hydraulic conductivity at long-term (>200 days) using acidic waste solution (pH=2.7, charged with fluoride and phosphate ions) shows a decrease in k with time only for natural soil-1 and soil-2. However, the specimens of soil-2 compressed to the two highest densities (1950 and 2050 kg/m(3)) are cracked after 60 and 20 days, respectively, of hydraulic conductivity testing. This damage is the result of a continued increase in the internal stress due to the swelling and to the effect of aggressive wastewater. The analysis of anions shows that the retention of fluoride is higher compared to phosphate and soil-1 has the highest sorption capacity.

摘要

研究了来自突尼斯的三种天然粘性土,以评估它们是否适合用作酸性废物处置场的衬垫。本文研究了矿物成分和机械压实对三种不同土壤水力传导率以及氟离子和磷酸根去除的影响。这三种天然土壤的水力传导率分别为 8.5×10(-10)、2.08×10(-9)和 6.8×10(-10)m/s(土壤-1、土壤-2 和土壤-3)。为了获得三种不同的湿密度(1850、1950 和 2050kg/m(3)),对土壤试件进行了不同压实应变下的压实。在此条件下,所有土壤的水力传导率(k)均随样品密度的增加而降低。使用酸性废水(pH=2.7,含氟离子和磷酸根离子)进行长期(>200 天)水力传导率测试的结果表明,只有天然土壤-1 和土壤-2 的 k 值随时间降低。然而,在水力传导率测试 60 天和 20 天后,分别压缩至两个最高密度(1950 和 2050kg/m(3))的土壤-2 试件出现了裂缝。这种损坏是由于膨胀引起的内部应力持续增加以及侵蚀性废水的影响造成的。对阴离子的分析表明,氟离子的保留率高于磷酸根离子,并且土壤-1 具有最高的吸附能力。

相似文献

1
Hydraulic conductivity study of compacted clay soils used as landfill liners for an acidic waste.用作酸性废物填埋衬垫的压实粘土的水力传导率研究。
Waste Manag. 2013 Jan;33(1):60-6. doi: 10.1016/j.wasman.2012.08.012. Epub 2012 Sep 11.
2
Potential use of lateritic and marine clay soils as landfill liners to retain heavy metals.红土和海相粘土作为垃圾填埋场衬垫以保留重金属的潜在用途。
Waste Manag. 2009 Jan;29(1):117-27. doi: 10.1016/j.wasman.2008.03.010. Epub 2008 Jun 11.
3
Sorption of Pb(II), Cr(III), Cu(II), As(III) to peat, and utilization of the sorption properties in industrial waste landfill hydraulic barrier layers.铅(II)、铬(III)、铜(II)、砷(III)在泥炭上的吸附以及吸附特性在工业垃圾填埋场水力屏障层中的应用。
J Hazard Mater. 2009 May 15;164(1):345-52. doi: 10.1016/j.jhazmat.2008.08.008. Epub 2008 Aug 13.
4
Effectiveness of compacted soil liner as a gas barrier layer in the landfill final cover system.压实土壤衬垫作为垃圾填埋场最终覆盖系统中气体阻隔层的有效性。
Waste Manag. 2008;28(10):1909-14. doi: 10.1016/j.wasman.2007.08.021. Epub 2007 Oct 25.
5
Variation of crack intensity factor in three compacted clay liners exposed to annual cycle of atmospheric conditions with and without geotextile cover.在有和没有土工布覆盖的情况下,三种压实粘土衬垫暴露于大气条件年循环时的裂缝强度因子变化。
Waste Manag. 2014 Aug;34(8):1408-15. doi: 10.1016/j.wasman.2014.03.029. Epub 2014 May 10.
6
Hydraulic performance of Compacted Clay Liners (CCLs) under combined temperature and leachate exposures.压实黏土衬垫(CCLs)在温度和渗滤液联合作用下的水力性能
Waste Manag. 2014 Dec;34(12):2548-60. doi: 10.1016/j.wasman.2014.08.007. Epub 2014 Sep 8.
7
Utilization of sepiolite materials as a bottom liner material in solid waste landfills.利用海泡石材料作为固体废物填埋场的底层衬垫材料。
Waste Manag. 2014 Jan;34(1):112-24. doi: 10.1016/j.wasman.2013.10.008. Epub 2013 Nov 9.
8
Evaluation of groundwater and soil pollution in a landfill area using electrical resistivity imaging survey.利用电阻率成像测量评估垃圾填埋场区域的地下水和土壤污染情况。
Environ Manage. 2001 Nov;28(5):655-63. doi: 10.1007/s002670010250.
9
Modification of hydraulic conductivity in granular soils using waste materials.利用废料改良粒料土的渗透系数
Waste Manag. 2004;24(5):491-9. doi: 10.1016/j.wasman.2004.01.002.
10
Migration behavior of landfill leachate contaminants through alternative composite liners.垃圾渗滤液污染物通过替代复合衬垫的迁移行为。
Sci Total Environ. 2011 Aug 1;409(17):3183-96. doi: 10.1016/j.scitotenv.2011.04.044. Epub 2011 May 31.