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Annual Meeting Preliminary Program - Full Brochure (PDF) - SME

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TECHNICAL PROGRAM<br />

basis of planning and monitoring the project through engineering, procurement<br />

and construction; Work with Commissioning to ensure that all commissioning<br />

systems are defined and prioritized accordingly in the construction schedule and<br />

monitoring systems to ensure there is a smooth transition from construction to<br />

commissioning at the appropriate time of the project.<br />

3:05 PM<br />

Operations Readiness – A Critical Element of a Succesful Project<br />

U. Shinde; Hatch, Mississsauge, ON, Canada<br />

Studies have shown that start-up and ramp up performance is severely impacted<br />

by the lack of an integrated operational readiness approach. There are four prime<br />

Operational Readiness objectives required to ensure a fit for purpose operational<br />

capability is developed, in parallel with the execution of a project, a must to enable<br />

any new facility or venture to meet business plan operational targets: Critical<br />

operational business functions People with skills and knowledge to safely meet<br />

the project’s needs Equipment that safely produce at expected availability, production<br />

rate and quality levels Systems and processes to ensure production requirements<br />

meet schedules and plans This paper will look at a mining case study<br />

and show the benefits and risks involved in not using a prepared and structured<br />

approach to operational readiness, and highlight some of the typical risks.<br />

3:25 PM<br />

Resolutions Copper’s Underground Exploration Project Number 10<br />

Shaft Development<br />

T. Goodell; Rio Tinto, Superior, AZ<br />

Resolution Copper Mining LLC Exploration Shaft Project,. Resolution Copper<br />

Mining LLC is developing a new mining project to access approximately 1.6 billion<br />

known tons of porphyry copper resource 7000 feet below surface and mine it<br />

by block caving methods. This project will require approximately $5 billion to<br />

commence production in 2022 and take seven years to ramp up to full production<br />

of 120 thousand tonnes per day. This paper discusses the project start up and the<br />

sinking of the first of six 7000 foot deep shafts required to access this world class<br />

orebody. Resolutions twenty eight foot diameter Number 10 shaft is currently<br />

6000 feet deep and scheduled to reach full depth later this year. Resolutions sinking<br />

contractor, Cementation USA uses state of the art conventional sinking methods<br />

combined with a largely local labor force to complete this record breaking<br />

shaft. Upon completion Number 10 shaft will be the deepest shaft in the United<br />

States and the largest by volume in North America. Details of the methodology<br />

and lessons learned will be discussed in this paper.<br />

Mining & exploration:<br />

operations: discovery and Innovation in<br />

underground Mining<br />

2:00 PM • Wednesday, February 27<br />

chairs: A. Nieto, Penn State University, University Park, PA<br />

S. Reznik, SRK Consulting, Lakewood, CO<br />

2:00 PM<br />

Introductions<br />

2:05 PM<br />

Applications and Calibrations of Passive Seismic Imaging in<br />

Underground Mining<br />

X. Ma and E. Westman; Mining and Mineral Engineering,<br />

Virginia Tech, Blacksburg, VA<br />

Seismic events provide an energy perspective for analyzing rock failure in mines.<br />

Passive seismic imaging is a promising tool to get the information from seismic<br />

events and thus provides the stress distribution through velocity inversion technique<br />

— double difference tomography. We perform the double difference tomography<br />

through combining catalog phase data and cross correlation data,<br />

which is differential travel times from phase correlation of P waves, to get the<br />

more accurate relocation of seismic events and velocity model. The seismic<br />

events were relocated and the tomographic images were produced on using accurate<br />

velocity model. The stress redistribution was analyzed through comparing<br />

the change of tomography in different time scale. The tomographic results indicated<br />

that the energy level would significantly lower after the occurrence of major<br />

events, which generally have a magnitude larger than 2.5. Also, shown on the tomographic<br />

images, the stress of ore body would redistribute followed with the energy<br />

release within seismic events. The areas with high stress rock mass are located,<br />

which could be emphasized and supported to improve an overall safety in<br />

underground mining.<br />

2:25 PM<br />

Underground Positioning of Mining Vehicles<br />

S. Bahrampour, J. Rostami and A. Nieto; Pennsylvania State<br />

University, University Park, PA<br />

The satellite-based global positioning system has significantly impacted the operations<br />

in surface mining in different aspects such as safety, productivity, fleet efficiency,<br />

and maintenance practices. However, no comparable positioning system<br />

exists for underground mines. In this paper, available technologies that could be<br />

adopted to underground position monitoring systems will be reviewed. In particular<br />

position monitoring of the roof bolter and the drill bit is of interest. The positioning<br />

system will be integrated with the measurement while drilling systems<br />

which are proposed for characterization of rock strata around an opening (coal<br />

mine entry, stope, or drifts). The resulting system would provide a 3D map of the<br />

roof and ribs when drilling is performed. This information can be used to analyze<br />

the suitability of the ground support design. Current paper discusses using the<br />

penetrating electromagnetic system, inertial navigation system, robotic total station,<br />

laser scanning, and MEMS technology for positioning of various mining<br />

equipment in underground environment and will evaluate the feasibility of using<br />

one of these methods for positioning of the roof bolt drilling device.<br />

2:45 PM<br />

Improving Operational Efficiency at Barrick Goldstrikes<br />

Underground Division A Renewed Look at the Longhole Stope<br />

Mining Sequence<br />

G. Chancellor 1 , S. Piercey 2 , C. Dahl 4 and S. Aguirre 3 ;<br />

1<br />

Barrick Goldstrike Underground, Elko, NV; 2 Orica Mining Services,<br />

Sudbury, ON, Canada; 3 Orica Mining Services, Elko, NV and<br />

4<br />

Southwest Energy, Tucson, AZ<br />

Goldstrike U/G utilize drift and fill and longhole stoping with delayed backfill<br />

mining methods. The longhole stope mining sequence consists of drift development,<br />

longhole drilling, slot blasting/mucking, production blasting/mucking,<br />

followed by backfilling. Approximately 100 to 125 longhole stoping blocks are<br />

mined annually. Timely completion of all stoping blocks is imperative to maintaining<br />

the mining plan. Maintaining drill-hole integrity between blasts is the primary<br />

cause for delays when utilizing the multiple blast, excavation approach.<br />

Remediation efforts can range from manually cleaning holes to machine cleaning<br />

or re-drilling new holes, which can add several days of non value added work to<br />

the process. This paper describes how the Stope Mass-Blast, Value in Use (VIU)<br />

Project team from Barrick, Orica and Southwest Energy are addressing this opportunity.<br />

The Paper details the data collection, modeling, re-design process and<br />

methodology, execution as well as the quality assurance and quality control<br />

mechanisms implemented during the demonstration blasting phase of the Mass-<br />

Blast Stope Optimization Project.<br />

3:05 PM<br />

Efficient Evaluation of Block Cave Footprints<br />

for a Range of Elevations<br />

A. Isabel; Caving Business Unit, Gemcom Software, Perth, WA,<br />

Australia<br />

The initial evaluation of a range of footprints and elevations of where to place a<br />

block cave extraction level can be a time consuming process. Placement of a<br />

block cave extraction level needs to take into account a wide range of inputs and<br />

constraints. Some of the most important inputs and constraints include; material<br />

flow and dilution entry, cave front sequence, mining rate, maximum cave<br />

height, mining costs, capital costs, revenue factors, and discounted cash flow.<br />

Utilizing Gemcom PCBC Footprint Finder software we have assisted mining<br />

firms to efficiently evaluate a variety of ore-bodies with a wide range of inputs<br />

and constraints. The Footprint Finder tool has been used in industry for approximately<br />

10 years. However, recent enhancements to the software include the<br />

ability to take sequencing, and therefore discounted cash flow into account<br />

when evaluating footprints and elevations. A case study from the utilization of<br />

Footprint Finder is presented to illustrate how the economic footprints were<br />

identified. Engineers can provide analysis for informed decision making, if they<br />

are able to efficiently evaluate a large number of scenarios for block cave extraction<br />

level placement.<br />

This is the Technical <strong>Program</strong> as of September 1, 2012. IT IS SUBJECT TO CHANGE.<br />

118<br />

Please see the Onsite <strong>Program</strong> for final details.

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