Today was a typical day in the life of a mining consultant. One report was issued; one project put on hold; one request for proposals received; and a long discussion on how to deal with an obdurate client. (more…)
Archive for the ‘Heap leach’ Category
Posted in consulting, Geosynthetics, Geotechnical, Heap leach, Reclamation, Tailings, Waste Rock, tagged cover, erosion, geosynthetic, mine closure, Reclamation, rock cover, slope stability on July 2, 2014 | Leave a Comment »
The exterior surface of most tailings, waste rock, and heap leach facilities include:
- A top deck which is the flatter surface that forms the top surface of the facility. This is usually sloped at between one and five percent, primarily to promote runoff.
- The sideslopes which are easily covered if they are inclined at about five horizontal to one vertical (5H:1V) but which in practice may be as steep as 1.4H:1V.
Covers on the top deck are less subject to erosion, slope instability, and soil creep than covers on sideslopes. Thus different covers may be appropriate at the same facility on the top deck as compared to the sideslopes. Here are a few idle thoughts on sideslope covers for mine waste facilities. (more…)
Posted in drilling, Geotechnical, Heap leach, Human relations and mining, Jobs and Salaries, People, tagged education, Northwest Community College, school of exploration and mining on January 28, 2014 | 1 Comment »
Posted in About the news, British Columbia, Heap leach, Mining history, Reclamation, Tailings, Waste Rock, tagged Bidim, conference, geosynthetics mining solutions, InfoMine, tarik hadj-hamou, Vancouver on October 30, 2013 | Leave a Comment »
In addition to blogging, I consult to the mining industry. And I work with Andy Robertson who also owns InfoMine to promote conferences — something InfoMine has decided to undertake in a big way. A few months ago, Andy asked me what topic I thought would make for a good conference. A short reflection and I suggested geosynthetics in mining. Way back in 1974 or thereabouts, I became familiar with geosynthetics when i used Bidim to make the base of a tailings facility in South Africa. I became very familiar with geosynthetics about five years ago when Andy and I suggested geotextiles and geogrid placed on frozen tailings for the Suncor Pond 5 cover base. In between, I have designed geogrid reinforced slopes, built reinforced walls, placed covers and liners, and read about geosynthetics. (more…)
Posted in British Columbia, Enviromental, Geotechnical, Heap leach, Reclamation, Tailings, tagged antifragile, cold climate, cold regions, cover, cover system, fmea, mine closure, nassim taleb, risk assessment on October 15, 2013 | 1 Comment »
On the plane to the site I dipped into Nasim Taleb’s latest book, Antifragile. I read a few chapters and have stowed the book for the return fight. But I picked up enough to know that an antifragile system is one that thrives on change, shock, time, and other perturbing factors. An antifragile system is the opposite of a fragile system that inevitable breaks as a result of time, shock, disturbance, and the propagation of a mere crack. Antifragile system thrive on disorder; fragile systems do not. (more…)
Posted in About the news, British Columbia, consulting, Heap leach, People, tagged agru america, anddes asciado, edumine, geosynthetics, jim goddard, mining, renzo ayala, sam clark on September 26, 2013 | 1 Comment »