›› 2006, Vol. 27 ›› Issue (S1): 31-34.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical simulation of heavy metal cations transport controlled by clay-solidified grouting curtain in landfills

CHEN Yong-gui1, 2, ZOU Yin-sheng2, ZHANG Ke-neng3   

  1. 1. Institute of Geotechnical Engineering, Changsha University of Science and Technology, Changsha 410076, China; 2. College of Civil Engineering, Hunan University, Changsha 410082, China; 3. College of Geosciences and Environmental Engineering, Central South University, Changsha 410083, China
  • Received:2006-04-27 Published:2006-12-15

PDF (PC)

54

Abstract: The heavy metal cations transport in clay-solidified grouting curtain is studied for the pollution of groundwater in Maiyuan Domestic Waste Landfill in Nanchang city. A couple mathematical model for groundwater flow and heavy metal cations migration was developed based on analyzing the characteristics of migration and transformation of heavy metal leaching from the landfill to groundwater through the clay-solidified grouting curtain. The pollution of groundwater of Maiyuan problem is used to provide a quantitative verification and validation of the model. The result indicates that the retention ratio of clay-solidified grouting curtain to heavy metal cations is higher than 94.5 %; heavy metal concentration values increase with longer time and decrease with distance from the pollution source. Combined with the measured data in landfill site, clay-solidified grouting curtain was proved to serve as a sufficiently effective vertical barrier against heavy metal cations transport in municipal solid waste landfills.

Key words: solid waste landfill, clay-solidified grouting curtain, heavy metal, pollution, numerical simulation

CLC Number: 

  • TU 473
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
    • [1] JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246.
    [2] ZHANG Cong, LIANG Jing-wei, YANG Jun-sheng, CAO Lei, XIE Yi-peng, ZHANG Gui-jin, . Research on the diffusion mechanism and application of pulsate grouting in embankment and dam [J]. Rock and Soil Mechanics, 2019, 40(4): 1507-1514.
    [3] YAN Jian, HE Chuan, WANG Bo, MENG Wei, . Influence of high geotemperature on rockburst occurrence in tunnel [J]. Rock and Soil Mechanics, 2019, 40(4): 1543-1550.
    [4] LI Shi-jun, MA Chang-hui, LIU Ying-ming, HAN Yu-zhen, ZHANG Bin, ZHANG Ga, . Centrifuge model tests and numerical simulation on progressive failure behavior of slope above a mine-out area [J]. Rock and Soil Mechanics, 2019, 40(4): 1577-1583.
    [5] LANG Ying-xian, LIANG Zheng-zhao, DUAN Dong, CAO Zhi-lin, . Three-dimensional parallel numerical simulation of porous rocks based on CT technology and digital image processing [J]. Rock and Soil Mechanics, 2019, 40(3): 1204-1212.
    [6] YANG Ai-wu, PAN Ya-xuan, CAO Yu, SHANG Ying-jie, WU Ke-long, . Laboratory experiment and numerical simulation of soft dredger fill with low vacuum pre-compression [J]. Rock and Soil Mechanics, 2019, 40(2): 539-548.
    [7] WANG Hua-bin, LI Jian-mei, JIN Yi-xuan, ZHOU Bo, ZHOU Yu, . The numerical methods for two key problems in rainfall-induced slope failure [J]. Rock and Soil Mechanics, 2019, 40(2): 777-784.
    [8] CHEN Shang-yuan, ZHAO Fei, WANG Hong-jian, YUAN Guang-xiang, GUO Zhi-biao, YANG Jun, . Determination of key parameters of gob-side entry retaining by cutting roof and its application to a deep mine [J]. Rock and Soil Mechanics, 2019, 40(1): 332-342.
    [9] ZHENG Jun-jie, LÜ Si-qi, CAO Wen-zhao, JING Dan, . Numerical simulation of composite rigid-flexible pile-supported retaining wall under the action of high-filled expansive soil [J]. Rock and Soil Mechanics, 2019, 40(1): 395-402.
    [10] LI Yang, SHE Cheng-xue, ZHU Huan-chun, . Simulation and verification of particle flow of vibration rolling compaction of field rockfill [J]. Rock and Soil Mechanics, 2018, 39(S2): 432-442.
    [11] ZHANG Zhi-guo, ZHANG Cheng-ping, MA Bing-bing, GONG Jian-fei, YE Tong. Physical model test and numerical simulation for anchor cable reinforcements of existing tunnel under action of landslide [J]. , 2018, 39(S1): 51-60.
    [12] OU Xiao-duo, PAN Xin, HOU Kai-wen, JIANG Jie , LIU Zi-yan，. Electrical shock characteristics of hydraulic fill in reclamation land in Beibu Gulf of Guangxi [J]. , 2018, 39(S1): 348-354.
    [13] LIU Jian, ZHAO Guo-yan, LIANG Wei-zhang, WU Hao, PENG FU-hua,. Numerical simulation of uniaxial compressive strength and failure characteristics in nonuniform rock materials [J]. , 2018, 39(S1): 505-512.
    [14] LI Zhao-hua, HU Jie, FENG Ji-li, GONG Wen-jun. Numerical simulation of debris flow based on visco-elastoplastic constitutive model [J]. , 2018, 39(S1): 513-520.
    [15] ZHU Ning ， ZHOU Yang , LIU Wei, SHI Pei-xin, WU Ben，. Study of silty soil behavior disturbed for installation of diaphragm wall in Suzhou [J]. , 2018, 39(S1): 529-536.
    Viewed
    Full text


    Abstract

    Cited
      Shared   
      Discussed   
    [1] LIN Hang，CAO Ping，LI Jiang-teng，JIANG Xue-liang，HE Zhong-ming. Deformation stability of three-dimensional slope based on Hoek-Brown criterion[J]. , 2010, 31(11): 3656 -3660 .
    [2] QIAN Ji-yun, ZHANG Ga, ZHANG Jian-min. Centrifuge model tests for deformation mechanism of soil slope during rainfall[J]. , 2011, 32(2): 398 -402 .
    [3] YIN Hong-lei，XU Qian-jun，LI Zhong-kui. Effect of swelling deformation on stability of expansive soil slope[J]. , 2009, 30(8): 2506 -2510 .
    [4] WU Jian，FENG Shao-kong，LI Hong-jie. Study of automatically extracting structural plane parameters from borehole images[J]. , 2011, 32(3): 951 -957 .
    [5] LIU Zhao-chun , CHAI Jun-rui , JIA Xiao-mei , QIN lei , SUN Xu-shu. Numerical simulation of concentration diffusion of harmful gas in heading face with forced ventilation[J]. , 2009, 30(S2): 536 -539 .
    [6] JIN Xu-hao , LU Wen-bo , TIAN Yong , YAN Peng , CHEN Ming. Analysis of mechanisms of S wave generated in rock blasting process[J]. , 2011, 32(S2): 228 -232 .
    [7] YAO Yang-ping, NIU Lei, YANG Yi-fan, CUI Wen-jie, HU He-xiang. Constitutive model for unsaturated clays considering temperature effects[J]. , 2011, 32(10): 2881 -2888 .
    [8] HSIEH Chi-tai , KUO Chuh-chih , WANG Chein-lee , CHEN Yue-gau. A study of crack propagation measurement on sandstone with a single inclined flaw under uniaxial compression[J]. , 2011, 32(10): 2917 -2922 .
    [9] CHEN Shou-kai ，YAN Jun ，LI Jian-ming. Seepage field 3D finite element simulation of concrete faced rockfill dam under failure condition of vertical fracture[J]. , 2011, 32(11): 3473 -3478 .
    [10] YU Jin ，WANG Hai ，ZHENG Chun-ting ，CAI Yan-yan ，SONG Lei. Superficial adsorption experiment and water adsorption corroboration for lime modified expansive soils[J]. , 2012, 33(1): 73 -77 .
    Copyright © Rock and Soil Mechanics, All Rights Reserved.
    Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
    Powered by Beijing Magtech Co. Ltd