THE POTENTIAL OF MARINE CLAY USED FOR LANDFILL LINER: A GEOTECHNICAL STUDY

被引:1
|
作者
Zarime, Nur Aishah [1 ]
Solemon, Badariah [1 ]
Yaacob, Wan Zuhairi Wan [2 ]
Wahab, Warishah Abdul [1 ]
Omar, Rohayu Che [1 ]
Isa, Abdul Aziz Mat [1 ]
机构
[1] Univ Tenaga Nas, Inst Energy Infrastruct IEI, Kajang, Malaysia
[2] Univ Kebangsaan Malaysia, Fac Sci & Technol, Dept Earth Sci & Environm, Bangi, Malaysia
来源
INTERNATIONAL JOURNAL OF GEOMATE | 2023年 / 25卷 / 107期
关键词
Marine Clay; Heavy Metals; Geotechnical Properties; Clay -based energy material; Adsorption; CADMIUM; SOILS; ADSORPTION; NICKEL; ZINC;
D O I
10.21660/2023.107.3770
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The increase in excessive solid waste due to the rapid growth of the world's population is considered a severe environmental problem. The landfill leachate will contaminate groundwater, putting all living things at risk. Natural clay is a common liner material used to keep landfill leachate from polluting the environment. This study investigates the geotechnical properties of natural marine clay and its potential to be used as a landfill liner. To investigate the soil properties, the Sungai Besar marine clay (SBMC) was subjected to physico-chemical, morphology and mineralogy properties including particle size distribution, specific gravity, atterberg limits, compaction, permeability, pH, organic content, cation exchange capacity (CEC), specific surface area (SSA), X-Ray Diffraction (XRD) and scanning electron microscope (SEM). Batch Equilibrium Test was conducted to determine the effectiveness of SBMC in adsorbing heavy metals (Pb2+, Cu2+, Co2+, Cd2+, Ni2+, Zn2+). Results showed SBMC has a high percentage of fine grain size (silt 73-87% +clay 12-19 %), lower value of specific gravity (2.14-2.29), high liquid limit (79.50-84.00%), plasticity limit (49.18-59.35 %), plasticity index (20.15-34.22 %) and was categorized at very high plasticity in plasticity indexed chart. The SBMC also has maximum dry density value (1.36-1.37 g/cm3), optimum moisture content, wopt (34.55-37.97 %) and average hydraulic conductivity (6.35 x 10-7 -6.88 x 10-7 m/s). The chemical properties of the SBMC1 showed it has a high pH value (6.95-7.42), organic matter (5.31-6.06 %), CEC (91.25-92.32 meq/100g), and SSA value (60.28-62.38 m2/g). The XRD results showed that kaolinite, and illite were the most prevalent clay minerals, with quartz as the non-clay mineral. SEM analysis also revealed that kaolinite and microfossils were within the SBMC. The Batch Equilibrium test also showed that SBMC in single solution exhibited higher sorption for Cu (Kd= 0.4499 L/g, R2=0.98), followed by Pb (Kd= 0.3701 L/g, R2=0.85), Co (Kd= 0.3232 L/g, R2= 0. 0.88), Ni (Kd= 0.1483 L/g, R2=0.98), Zn (Kd= 0.0711 L/g, R2= 0.93) and Cd (Kd= 0.0627 L/g, R2= 0.98). Based on physico-chemical, mineralogy and morphology results, SBMC is an excellent choice acting as natural clay-based energy material to be used as an engineered clay liner in a landfill area.
引用
收藏
页码:228 / 234
页数:7
相关论文
共 50 条
  • [31] Potential use of lateritic and marine clay soils as landfill liners to retain heavy metals
    Chalermyanont, Tanit
    Arrykul, Surapon
    Charoenthaisong, Nanthanit
    WASTE MANAGEMENT, 2009, 29 (01) : 117 - 127
  • [32] EFFECTS OF VOLATILE ORGANIC-COMPOUNDS ON CLAY LANDFILL LINER PERFORMANCE
    EDIL, TB
    BERTHOUEX, PM
    PARK, JK
    HARGETT, DL
    SANDSTROM, L
    ZELMANOWITZ, S
    WASTE MANAGEMENT & RESEARCH, 1991, 9 (03) : 171 - 187
  • [33] Sawdust Stabilization of Lateritic Clay as a Landfill Liner to Retain Heavy Metals
    Akinwumi, Isaac I.
    Ojuri, Oluwapelumi O.
    Edem, Daniel
    Ogbiye, Adebanji S.
    Geo-Chicago 2016: Sustainable Geoenvironmental Systems, 2016, (271): : 478 - 487
  • [34] A sustainable landfill liner material: clay-fly ash geopolymers
    Elmira Khaksar Najafi
    Reza Jamshidi Chenari
    Meghdad Payan
    Mahyar Arabani
    Bulletin of Engineering Geology and the Environment, 2021, 80 : 4111 - 4124
  • [35] Utilisation of waste clay from boron production as a landfill liner material
    Banar, Mufide
    Gueney, Yucel
    Ozkan, Aysun
    Gunkaya, Zerrin
    Bayrakci, Eren
    Ulutas, Derya
    INTERNATIONAL JOURNAL OF MINING RECLAMATION AND ENVIRONMENT, 2019, 33 (03) : 206 - 222
  • [36] MODELING STUDIES OF HYDRAULIC EFFICIENCY OF COMPACTED WASTE LANDFILL CLAY LINER
    Widomski, Marcin K.
    Stepniewski, Witold
    Horn, Rainer
    ECOLOGICAL CHEMISTRY AND ENGINEERING A-CHEMIA I INZYNIERIA EKOLOGICZNA A, 2015, 22 (03): : 381 - 392
  • [37] A sustainable landfill liner material: clay-fly ash geopolymers
    Khaksar Najafi, Elmira
    Jamshidi Chenari, Reza
    Payan, Meghdad
    Arabani, Mahyar
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (05) : 4111 - 4124
  • [38] Geotechnical studies of clay liners in a municipal solid waste landfill, Brazil
    Monteiro, VED
    Juca, JFT
    ENVIRONMENTAL GEOTECHNICS, VOLS 1-4, 1998, : 185 - 189
  • [39] Geotechnical characterization of bentonite-fly ash mixtures for their application as landfill liner in Pakistan
    Rashid H.M.A.
    Sardar A.
    Ismail A.
    Arabian Journal of Geosciences, 2021, 14 (14)