Archives

Evaluations of engineered cover systems for mine waste rock and tailings

June 1st, 2013

Geosynthetics for mining waste rock and tailings. By Mark E. Smith and Christos Athanassopoulos Introduction Waste rock dumps and tailings impoundments are common features at mine sites. Many of these waste disposal facilities contain sulfide-rich minerals that generate acid mine drainage (AMD) when they oxidize in the presence of oxygen and water. Control of AMD […]

Read More

Sustainable geomembrane recycling and downcycling

June 1st, 2013

Shale oil and gas open sustainability opportunities. By Timothy D. Stark, Jennifer Miller, David LaFiura, and Scott Fought Introduction Pennsylvania’s Department of Environmental Protection (DEP) and Department of Community and Economic Development (DCED) officials have welcomed the recent emersion of companies that collect and reprocess geomembranes used in various aspects of Marcellus Shale oil and […]

Read More

Onward with a few bumps

June 1st, 2013

1995 GFR covers the Geotextile Division’s ongoing fight against the EPA’s proposal to include geotextiles as a product that can be manufactured with recovered materials … after five years as editor, Danette Fettig moves into a marketing position at IFAI and Dawn Sawvel is named GFR editor … Austria-based Polyfelt (later acquired by Royal TenCate) […]

Read More

Performance, design, and redundancy

June 1st, 2013

Geosynthetic reinforced walls in the public sector By Dov Leshchinsky and Fumio Tatsuoka Introduction Geosynthetic reinforced soil can be viewed as a subset area of slope stability. In slope stability analysis, the factor of safety signifies the margin of safety against failure. It physically means that its reciprocal value signifies the average mobilization or utilization […]

Read More

Retrospective of GRI-25’s retrospective conference

June 1st, 2013

Retrospective of GRI-25’s retrospective conference Retrospective of GRI-25’s retrospective conference By Bob Koerner, George Koerner, and Grace Hsuan On April 1–2, 2013, we held our GRI-25 conference in Long Beach, Calif., within the larger Geosynthetics 2013 conference, on the theme: “A 25-year retrospective on the geosynthetics industry and glimpses into the future.” By all accounts […]

Read More

Marine works, geotextile characteristics

June 1st, 2013

From the GMA Techline RE: Marine works, geotextile characteristics I want to know your point of view concerning the selection of the correct geotextile as a separation layer below a submerged reef. The submerged reef section … includes a 2–3 ton double layer laid directly on a geotextile, without insertion of sublayer, because they wanted […]

Read More

Scratches on HDPE liners

June 1st, 2013

From the GMA Techline RE: Scratches on HDPE liners A question from Australia Do you have any research or, in the absence of research, an opinion on judging the acceptability, or not, of a scratch on a 2.0mm HDPE liner in a dam? Thanks in advance for your response. Reply: Now this is a very […]

Read More

Tensile properties of HDPE

June 1st, 2013

From the GMA Techline RE: Tensile properties of HDPE A question from Australia I wonder if the minimum tensile yield strength for the different material thickness published in GRI-GM13 is based on the average thickness of the material or is it based on the minimum thickness of the material since thickness of the material influences […]

Read More

Finding GRI-GG2

June 1st, 2013

From the GMA Techline RE: GRI-GG2 A question from Germany We are searching for the actual version of GRI-GG2. My latest version is from 2000. What is the newest version? Where can I get it? With kind regards. Reply: Our latest revision of GRI-GG2 on geogrid junction strength is Revision 3—Aug. 1, 2005. We will […]

Read More

ASTM standards for silt barrier fence

June 1st, 2013

From the GMA Techline RE: Silt barrier fence I have a problem that could not be resolved by the only “approved” fabric manufacturer. I am turning to you in desperation. Our specifications calls for a silt fence with “a maximum slurry flow rate of 0.3 GPM/Sq. Ft.” I have seen this requirement being specified by […]

Read More