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
  • [1] Geotechnical properties of materials used in landfill clay liner: A critical review
    Kumar, Rajiv
    Kumari, Sunita
    SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES, 2023, 48 (02):
  • [2] Geotechnical properties of materials used in landfill clay liner: A critical review
    Rajiv Kumar
    Sunita Kumari
    Sādhanā, 48
  • [3] Geotechnical Characterisation of Marine Clay As Potential Liner Material
    Rahman, Z. A.
    Yaacob, W. Z. W.
    Rahim, S. A.
    Lihan, T.
    Idris, W. M. R.
    Sani, W. N. F. Mohd
    SAINS MALAYSIANA, 2013, 42 (08): : 1081 - 1089
  • [4] Shrink-swell potential, hydraulic conductivity and geotechnical properties of clay materials for landfill liner construction
    Widomski, Marcin K.
    Stepniewski, Witold
    Horn, Rainer
    Bieganowski, Andrzej
    Gazda, Lucjan
    Franus, Malgorzata
    Pawlowska, Malgorzata
    INTERNATIONAL AGROPHYSICS, 2015, 29 (03) : 365 - 375
  • [5] The Adsorption Capacity and Geotechnical Properties of Modified Clay Containing SSA Used as Landfill Liner-Soil Materials
    Lu, Haijun
    Dong, Yiqie
    Li, Jixiang
    Wang, Changhong
    JOURNAL OF CHEMISTRY, 2015, 2015
  • [6] Environmental geological and geotechnical investigations related to the potential use of Ankara clay as a compacted landfill liner material, Turkey
    Met, I
    Akgün, H
    Türkmenoglu, AG
    ENVIRONMENTAL GEOLOGY, 2005, 47 (02): : 225 - 236
  • [7] Kerman Clay Improvement by Lime and Bentonite to Be Used as Materials of Landfill Liner
    Firoozfar A.
    Khosroshiri N.
    Geotechnical and Geological Engineering, 2017, 35 (2) : 559 - 571
  • [8] Landfill site selection utilizing TOPSIS methodology and clay liner geotechnical characterization: a case study for Ankara, Turkey
    Yal, Gozde Pinar
    Akgun, Haluk
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2014, 73 (02) : 369 - 388
  • [9] Landfill site selection utilizing TOPSIS methodology and clay liner geotechnical characterization: a case study for Ankara, Turkey
    Gözde Pınar Yal
    Haluk Akgün
    Bulletin of Engineering Geology and the Environment, 2014, 73 : 369 - 388
  • [10] Utilization of Kenaf Core Fiber - Marine Clay Mixture as a Landfill Liner Material
    Rahman, Noor Shazreen A.
    Lat, Diana Che
    Rosli, Husaini
    Noor, Siti Nur Aishah Mohd
    Razali, Roslizayati
    JURNAL KEJURUTERAAN, 2023, 35 (01): : 117 - 122