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Showing 1 to 11 of 11 for “"geosynthetic clay liner"”.

  1. Laboratory Investigation of the Effects of Temperature and Moisture on Interface Shear Strength of Textured Geomembrane and Geosynthetic Clay Liner

    … strength of textured geomembrane (T-GM) and geosynthetic clay liner (GCL) interface. Several landfill slope failures involving geosynthetics have occurred within the past three decades. Interface shear strength of T-GM/GCL is well documented for testing conducted at laboratory temperatures …

    calpoly Repository record for Laboratory Investigation of the Effects of Temperature and Moisture on Interface Shear Strength of Textured Geomembrane and Geosynthetic Clay Liner (opens in a new tab)

  2. Physical Performance of Geomembranes Used in Heap Leach Pad Applications

    … (GMB) are normally used as part of the liner system in heap leach pads. There is a need to quantify tensile strains in the geomembrane that could affect short-term puncture and long-term performance of the GMB. In this thesis, short-term tensile strains arising from indentations caused …

    queens Repository record for Physical Performance of Geomembranes Used in Heap Leach Pad Applications (opens in a new tab)

  3. Ageing of HDPE Geomembranes Used to Contain Landfill Leachate or Hydrocarbon Spills

    … of high density polyethylene geomembrane (GM) liners used to minimize advection and diffusion of contaminants in municipal solid waste landfill leachate and in hydrocarbon spills to the environment is examined. The evaluation of the ageing of GMs used in landfills involved four components. …

    queens Repository record for Ageing of HDPE Geomembranes Used to Contain Landfill Leachate or Hydrocarbon Spills (opens in a new tab)

  4. Field-Scale Monitoring and Laboratory Simulation of Geosynthetic Liners During Construction and After Placement of Waste

    … considered to obtain good long-term geomembrane liner performance – are examined. First, field-scale monitoring of geomembrane wrinkles in a 1.5-mm-thick, black high-density polyethylene geomembrane during placement of cover soil is reported from three field investigations with an emphasis on the …

    queens Repository record for Field-Scale Monitoring and Laboratory Simulation of Geosynthetic Liners During Construction and After Placement of Waste (opens in a new tab)

  5. An Investigation of the Effects of Specimen Gripping Systems on Shear Stress at the Geosynthetic/Geosynthetic Interface in Landfill Applications

    The use of geosynthetics has rapidly increased in nearly all geotechnical related fields as they allow for innovations, improved performance and cost effectiveness in projects. However, when geosynthetics are installed on sites, particularly on landfill slopes, their interface interaction against …

    cape-town Repository record for An Investigation of the Effects of Specimen Gripping Systems on Shear Stress at the Geosynthetic/Geosynthetic Interface in Landfill Applications (opens in a new tab)

  6. Field scale trials of a geosynthetic capillary break

    … field testing of a newly-developed product, a geosynthetic capillary break (GCB). The GCB was developed for use in engineered soil covers when a cover incorporating a capillary break effect would be desirable, but the coarse-grained material (gravel or sand) is unavailable or uneconomical. …

    sask Repository record for Field scale trials of a geosynthetic capillary break (opens in a new tab)

  7. A Comparative Study on Shear Strength Testing of Single and Multi-layer Interfaces using Large Direct Shear Apparatus

    Geotechnical structures such as composite liner systems in landfills consist of multiple interfaces, which include a broad range of geosynthetics in conjunction with soil, rocks and any other related materials. This results in the introduction of many interface planes into the structure, which can …

    cape-town Repository record for A Comparative Study on Shear Strength Testing of Single and Multi-layer Interfaces using Large Direct Shear Apparatus (opens in a new tab)

  8. A novel direct shear apparatus to evaluate internal shear strength of geosynthetic clay liners for mining applications

    The use of geosynthetic clay liners (GCLs) in engineering practice has grown extensively over the past three decades due to application of this material containment applications such non-hazardous solid waste, residential and commercial wastewater management, roadways, and other civil engineering …

    colostate Repository record for A novel direct shear apparatus to evaluate internal shear strength of geosynthetic clay liners for mining applications (opens in a new tab)

  9. Development and Use of Moisture-Suction Relationships for Geosynthetic Clay Liners

    … determine the moisture-suction relationships of geosynthetic clay liners (GCLs). Moisture-suction relationships were determined by combining suction data from pressure plate tests, contact filter paper tests, and relative humidity tests, then fitting water retention curves (WRCs) to the data. …

    calpoly Repository record for Development and Use of Moisture-Suction Relationships for Geosynthetic Clay Liners (opens in a new tab)

  10. Containment of Organic Contaminants Using Geosynthetics

    The use of geosynthetics to contain volatile organic compounds (VOCs) and polychlorinated biphenyls (PCBs) in composite liner systems is evaluated through laboratory and field experiments. Diffusive parameters for benzene, toluene, ethylbenzene, and xylenes (BTEX) and PCBs through geomembranes are …

    queens Repository record for Containment of Organic Contaminants Using Geosynthetics (opens in a new tab)