Efficacy of Fine-Grained Soil as Landfill Liner Material for Containment of Chrome Tannery Sludge

被引:16
|
作者
Ghosh S. [1 ]
Mukherjee S. [1 ]
Al-Hamdan A.Z. [2 ]
Reddy K.R. [3 ]
机构
[1] Department of Civil Engineering, Jadavpur University, Kolkata
[2] Department of Civil and Environmental Engineering, University of Alabama in Huntsville, 301 Sparkman Drive, Huntsville, AL
[3] Department of Civil and Materials Engineering, University of Illinois at Chicago, 842 West Taylor Street, Chicago, IL
来源
Ghosh, S. (sghosh56@yahoo.com) | 1600年 / Kluwer Academic Publishers卷 / 31期
关键词
Adsorption; Chromium; Leachate; Sludge; Soil liner; Tannery waste;
D O I
10.1007/s10706-012-9601-7
中图分类号
学科分类号
摘要
This paper evaluates the potential use of a fine-grained soil obtained from a site in West Bengal, India, as a suitable landfill liner material for the containment of hexavalent chromium from tanning waste sludge. The physico-chemical properties of the soil were determined. The soil adsorption affinity for hexavalent chromium was also assessed through adsorption batch and breakthrough column tests. The zero point charge (pHzpc) of the soil was found to be 7. 3. The batch kinetics and column tests results indicated that the soil liner possesses a relatively good hexavalent chromium adsorption capacity at natural or slightly alkaline condition. The adsorption results showed that the hexavalent chromium uptake by the soil follows both Langmuir and Freundlich adsorption isotherms. This study also illustrated that the hexavalent chromium breakthrough curve in the column experiment reached equilibrium concentration after 3. 5 pore volumes (900 h). Overall, this study showed that the fine-grained soil has the potential for usage as a landfill liner or as a component of a landfill barrier system to prevent chromium contamination from the tannery waste disposal. © 2012 Springer Science+Business Media Dordrecht.
引用
收藏
页码:493 / 500
页数:7
相关论文
共 50 条
  • [21] Resilient behaviour of fine-grained soil treated with lime
    Al-Refeai, TO
    FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 3, 1997, : 1561 - 1564
  • [22] TECHNIQUE FOR USING FINE-GRAINED SOIL IN REINFORCED EARTH
    SRIDHARAN, A
    MURTHY, BRS
    BINDUMADHAVA
    REVANASIDDAPPA, K
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1991, 117 (08): : 1174 - 1190
  • [23] Characterization of dielectric constant on fine-grained soil behavior
    Kaya, A
    Fang, HY
    SAMPLING ENVIRONMENTAL MEDIA, 1996, 1282 : 303 - 314
  • [24] BEHAVIOR OF COMPACTED FINE-GRAINED SOIL IN A BRINE ENVIRONMENT
    RIDLEY, KJD
    BEWTRA, JK
    MCCORQUODALE, JA
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 1984, 11 (02) : 196 - 203
  • [25] Orientation of aggregates of fine-grained soil: Quantification and application
    Shi, B
    Murakami, Y
    Wu, ZS
    ENGINEERING GEOLOGY, 1998, 50 (1-2) : 59 - 70
  • [26] Stiffness of fine-grained soil at very small strains
    Viggiani, G
    Atkinson, JH
    GEOTECHNIQUE, 1995, 45 (02): : 249 - 265
  • [27] LABORATORY MEASUREMENT OF FINE-GRAINED SOIL FLUID CONDUCTIVITY
    DUNN, RJ
    ENGINEERING GEOLOGY, 1985, 21 (3-4) : 215 - 223
  • [28] Rheological Characteristics of Fine-Grained Soil-Slurries
    Shetty, Rakshith
    Singh, Devendra Narain
    JOURNAL OF TESTING AND EVALUATION, 2018, 46 (06) : 2351 - 2363
  • [29] Improving fine-grained gypsiferous soil by increased compaction
    Razouki, Sabah
    Kuttah, Dina Kamal
    Al-Damluji, Omar
    Nashat, Isam
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2012, 13 (01) : 32 - 38
  • [30] Geotechnical characteristics of fine-grained soil with wood ash
    Blayi, Rizgar A.
    Omer, Bashdar
    Sherwani, Aryan Far H.
    Hamadamin, Rawen M.
    Muhammed, Hawnaz K.
    CLEANER ENGINEERING AND TECHNOLOGY, 2024, 18