Permeation of contaminants through water saturated soils

被引:0
作者
Shubha, R [1 ]
Singh, DN [1 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Bombay 400076, Maharashtra, India
来源
GEOSHORE INTERNATIONAL CONFERENCE ON OFFSHORE AND NEARSHORE GEOTECHNICAL ENGINEERING | 2000年
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D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An attempt has been made to simulate the passage of a contaminant (kerosene oil) through a water saturated soil by conducting centrifuge modelling. Such experiments are of importance because soil (compacted) barriers are widely used to contain water, chemicals and potentially hazardous materials (pollutants) from municipal and toxic waste facilities because of their low hydraulic conductivity. The lack of understanding of the factors affecting the conductivity of soils with different fluids indicates that the conductivity of mixtures of organic fluids cannot reliably be determined from simple laboratory tests using water as the permeant. Hence the tests have been performed on water saturated samples permeated with kerosene.
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页码:417 / 420
页数:4
相关论文
共 7 条
  • [1] AIREY DW, 1993, GEOTECHNICAL MANAGEMENT OF WASTE AND CONTAMINATION, P323
  • [2] CENTRIFUGE MODELING OF TRANSPORT PROCESSES FOR POLLUTANTS IN SOILS
    ARULANANDAN, K
    THOMPSON, PY
    KUTTER, BL
    MEEGODA, NJ
    MURALEETHARAN, KK
    YOGACHANDRAN, C
    [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1988, 114 (02): : 185 - 205
  • [3] Bear J., 1988, DYNAMICS FLUIDS PORO
  • [4] GOFORTH GF, 1991, CENTRIFUGE, V91, P497
  • [5] JAVENDAL I, 1984, GROUND WATER TRANSPO
  • [6] APPLICATION OF CENTRIFUGAL MODEL TESTS IN CONNECTION WITH STUDIES OF FLOW PATTERNS OF CONTAMINATED WATER IN SOIL STRUCTURES
    LAUT, P
    [J]. GEOTECHNIQUE, 1975, 25 (02): : 401 - 406
  • [7] THOMAS FZ, 1995, ENCYC ENV CONTROL TE, V9, P335