As mines get deeper, and economic pressures provide an incentive for steeper pit walls, the potential for instability increases. E&MJ looks at some of the systems that can help mine engineers keep an eye out for signs that all may not be well within the wall.

By Simon Walker, European Editor

On Friday, April 11, Rio Tinto issued a press release that read: “At 9:30 p.m. local time on April 10, 2013, Kennecott Utah Copper’s Bingham Canyon mine experienced a slide along a geotechnical fault line of its northeastern wall. Movement on the northeastern wall had accelerated in recent weeks and preemptive measures were taken to relocate facilities and roads prior to the slide. All employees are safe and accounted for.”

Speaking a few days later when presenting the company’s first-quarter operational review, CEO Sam Walsh expanded a little on the effect that this may have on Rio Tinto’s copper production for the rest of this year. “At Bingham Canyon, last week’s pit-wall slide will have a significant impact on our copper production this year,” he said. “A recovery plan is being implemented to minimize the economic impact.

“Based on an early assessment of information currently available, it is estimated that 2013 refined copper production at Kennecott Utah Copper will be approximately 100,000 metric tons (mt) less than previously anticipated,” he said. To put this into context, during 2012 Bingham Canyon contributed 163,200 mt to the company’s total of 548,800 mt of mined copper, and 162,700 mt of refined copper.

Early estimates suggested that around 150 million mt of material slid into the pit. The most important outcome of the incident, of course, was that no one was injured. The material damage, however, was significant, with the principal access ramp out of the pit now unusable in the area of the slide. In addition, three of the mine’s 13 shovels were damaged, as were 14 of its 100-truck haulage fleet and some ancillary equipment.  

Imagine, though, the impact had there been no monitoring procedures in place, and the company was unaware of the increasing instability in this section of the mine. The consequences could indeed have been catastrophic.

And, to be fair, today’s sophisticated monitoring systems are a relatively new addition to the mine engineer’s toolkit. Until high-sensitivity radar, surveying and laser systems became available for this market sector only a few years ago, pit-wall inspection was essentially a visual exercise, requiring personnel access into potentially hazardous wall areas to enable detailed assessment to be carried out.

Radar Systems Provide Long-range Accuracy
After the slide, Rio Tinto was quick to issue a fact sheet that explained in some detail the various systems used at Bingham Canyon to monitor the walls of the 1,200-m-deep pit. “Our monitoring system includes the trained eyes of more than 800 employees, regular documented inspections of all areas of mining activity by geotechnical engineers, and state-of-the-art equipment,” the company noted.

Bingham Canyon uses GroundProbe and IBIS slope-stability radars, extensometers, robotic theodolites, time-domain reflectometry and microseismic monitoring, all of which feed data to the mine’s geotechnical department to help improve understanding of how the pit walls are reacting to continuing excavation of ore and waste rock.

According to Australia-based GroundProbe, the concept of using radar to measure pit-wall movements began as a University of Queensland research project in 1997. The company launched its Slope Stability Radar (SSR) system in 2001, and more than 150 units have since been put to work in 20 countries, with more than 500 wall failures detected.

Mounted on a four-wheel trailer, an SSR unit monitors a pit wall from the opposite side of the mine, scanning the entire face in repeated cycles. With a 900-mm-diameter dish, the system has a range of between 30 and 1,400 m, while using a 1,800-mm dish increases this to 3,500 m. At this range, the company said, a unit can detect a failure measuring 30.5 m (100 ft) square, even in operations where there is high humidity or rainfall.

GroundProbe said its advanced analysis tools allow for long-term trending and hazard identification, while photographs of the scan area allow user-friendly identification and interpretation of slope movements. The system will also recall previously stored data if a unit has to be moved temporarily and, most importantly, it will raise an alarm if it detects accelerated slope movement that can be a precursor to wall failure.

While SSR is designed to operate as a broad area monitoring system, continuously collecting data over time and providing high-precision data, sophisticated trending information and advanced alarm capabilities, GroundProbe’s Work Area Monitor (WAM) is used to warn work crews of wall movement using visual and audible alerts. Its range and slope coverage make it ideal for applications close to the wall, the company claims, noting that the two systems have distinct, but highly complementary applications and that for the ultimate solution in slope stability monitoring, its clients use both.

As well as being able to monitor pit walls for purely safety reasons, the company pointed out that its systems can also help producers to optimize their resource utilization. In one example, it said that Indonesia’s PT Bayan was able to recover coal worth perhaps up to $8 million by monitoring potentially unstable pit wall and floor areas, relying on real-time movement data to schedule its mining sequence.

A division of Reutech Radar Systems, the South African company that develops and manufactures ground and naval radar systems, Reutech Mining services the open-pit mining industry with its MSR movement and surveying radar. The company offers three versions of its system, the MSR 200, 300 and 060.

Reutech has reported on the use of one of its MSR200 units at Codelco’s Andina operation in 2008. During the first 15 days of monitoring a suspect area of pit wall at a distance of 575 m, very little movement was noted. However, a sudden increase in movement was then identified, with subsequent acceleration leading to the final wall slide some 30 minutes later. The ability to use the system to provide a warning of the impending collapse allowed the mine to withdraw personnel and equipment in time.

Last year, E&MJ cited another application of Reutech’s system at Eldorado Gold’s Kişladağ mine in Turkey (May 2012, pp. 28-32). Localized failures had occurred along sections of the pit wall, so the MSR system provides close monitoring, taking between 5 and 10 minutes to complete a scanning cycle across the entire opposite wall.

According to Reutech, the MSR provides real-time, all-weather surveying and slope movement measurements using state-of-the-art radar and surveying technology. Real-time capabilities are given by its ability to carry out stability and surveying measurements simultaneously, with data being exported via high-speed links. The system uses not only radar but also an integrated Leica Geosystems total station. Maximum distances for the units are 1,200 m for the MSR200 and 2,500 m for the 1,200-mm-dish MSR300, with the company claiming that the MSR 300 is the only slope radar system currently available that can resolve a 15 m bench failure at 2,500 m.

Meanwhile, the MSR060 is a modular version of the equipment that can be fitted into the back of a pickup for greater maneuverability. In each case, the systems are capable of detecting sub-millimetric movements on the slopes being monitored, with measurements being fully geo-referenced to an accuracy that allows for seamless integration with standard digital terrain mapping tools.

As an alternative to dish-type systems, Italian-domiciled IDS Corp. offers interferometric mine slope radars. Its IBIS-FM provides sub-millimetric measurement capabilities at distances of up to 4,000 m, IDS said, with just two-and-a-half minutes needed to complete a full resolution scan from 2,000 m. A number of these units, either fixed or mobile, can be linked around the perimeter of a pit to form an FPM360 system—which in turn can provide complete coverage of all the pit walls in real time. The company pointed out that each system is custom-designed to meet an operation’s specific needs, and can be scaled to accommodate future pit expansions.

Speedy Laser Scanning
In the U.K., 3-D Laser Mapping has been one of the pioneers in the use of Lidar systems for monitoring open-pit mines. Development of its SiteMonitor system was driven by the need for a mapping and monitoring solution that takes full advantage of the benefits of laser scanning while remaining easy to use, the company pointed out.

A state-of-the-art laser measurement-based system for monitoring rock faces and landslips, SiteMonitor was developed in partnership with mining surveyors to provide a simple-to-use, reliable and flexible solution. Using non-contact laser hardware, the system makes range measurements on a pre-defined grid on a selected cycle, with a software suite that incorporates an analysis module for displaying and analyzing time-series monitoring data.

According to 3-D Laser Mapping, Site-Monitor’s key advantages include the fact that no prisms have to be placed in the survey area, with the system providing rapid monitoring of thousands of points rather than single prism locations. It gives complete coverage of the visible surface, with a measurement range of up to 6,000 m. It is also portable, so it can be set up in areas where access is limited.

Slope stability monitoring is just one of the tasks now being given to a Riegl VZ 1000 laser scanner that the company recently supplied to Exxaro Resources for use at its Grootegeluk coal mine in South Africa. In addition, the equipment is being used to survey stockpiles for volume verification, provide height analysis on earthworks and blasting, and to collect highly accurate measurements for terrain mapping and modeling.

The mine’s chief surveyor, Thys Smith, noted that the system “allows us to manage risk, minimizing surveyor contact with moving equipment and potential falls of ground. The work we do includes bench surveying, volume verification, height analysis, as-built surveys, terrain mapping and modeling, and ground control and contouring,” he said.

3-D Laser Mapping describes the Riegl VZ 1000 as a high-speed laser scanner with a wide range of view that utilizes unique echo digitization and online waveform analysis to achieve superior performance and accuracies of measurement, even under adverse weather conditions. Achieving accuracies of 5 mm at ranges of up to 1,400 m, it can measure up to 122,000 points per second with a 100 × 360° field of view.

Also British-based, Measurement Devices Ltd. (MDL) has been supplying laser-based, time-of-flight measurement systems to users in the mining, quarrying and other industries since 1983. Its Quarryman Pro mining-industry laser profiling system is now used by most major surface mining and quarry service companies worldwide, according to the company.

The company recently introduced a long-range version of the system, the Quarryman Pro LR, which can measure at ranges of up to 1,200 m to nonreflective surfaces and also has a vertical spot size approximately 10 times smaller than its predecessor. The increase in range and smaller spot size allows the operator to collect more detail at longer ranges, thus minimizing equipment set-ups and time on station.

Designed for operation from a standard surveying tripod, the unit weighs just 8.1 kg (18 lb).  It has a 250-point-per-second scan rate in automated mode, or can be used as a point-and-shoot system in manual mode. Data are recorded to compact flash cards for later processing using either MDL or other industry software to give 3-D face profiles that can be compared over time to identify areas of potential instability.

Total Stations are Another Option
Conventional pit-wall monitoring has relied on visual inspection, often supported by detailed surveying, to generate a record over time. There is no question that this approach still has a valuable role to play, and the development of latest-generation total stations has helped to maintain its position in this respect.

As an example, Switzerland-based Leica Geosystems reported that its specialist surveying equipment has been in use at one of PT Adaro’s coal operations in Kalimantan, Indonesia, since 2004. Here, the company said, 11 Leica Geosystems’ total stations are installed at the Tutupan mine, with hundreds of monitoring prisms on the pit slopes providing the means for carrying out slope-stability monitoring.

The prisms are installed on the pit-wall surfaces at 100–150 m intervals, with the total stations measuring distances of 800–2,500 m in a nearly continuous cycle. There are also six meteorological sensors within the mine that automatically measure the atmospheric conditions. All of the data gathered are transmitted by radio link to a Leica GeoMoS control system, with software used to generate long-term deformation information. Leica noted that since the monitoring system has been installed, the geodetic and geotechnical sensors controlled by the monitoring software have been able to detect some slope failures in advance, with other techniques such as inclinometers, crack-meters and visual inspections adding to the information resource.

In Poland, meanwhile, a Leica Geosystems’ slope monitoring system has been in use at the Bełchatów lignite mine for the past four years. Comprising two total stations and a global navigational satellite system (GNSS) reference network to known stable points, and also controlled by GeoMoS software, the system provides the mine operator with slope-stability displacement data in a local coordinate system. One of the total stations works continuously and is mounted inside an air-conditioned container, equipped with a hydraulic leveling system. Both units measure continuously  more than 50 monitoring points located on the pit walls around them.

Not all stability issues arise in open pits, of course, and the company has supplied the Polish copper producer, KGHM, with a monitoring system for a section of its huge Zelazny Most tailings dam near Lubin in the west of the country. Having relied on traditional monitoring techniques for decades, in 2008 KGHM began using a Leica Geosystems total station and prisms, with data being sent for processing and interpretation via LAN and WiFi links. Leica Geosystems said its monitoring solution, which includes the SyZeM geological software, has helped give a major improvement in generating and analyzing data, with slope-failure predictions now being done in real time.

U.S. company Trimble’s 4D Control is an automated monitoring system used in real-time slope-stability monitoring. It processes and stores data from optical, GNSS, geotechnical sensors and weather stations, which are then are visualized, analyzed, alarmed and reported via a powerful, user-friendly web interface.

Trimble said the heart of the system is its S8 total station, capable of measuring up to 2,500 m with a precision of better than 1 mm in distance and 1 arc second in bearing. It includes several industry-leading technologies that contribute to meeting the demands of slope stability monitoring including frictionless MagDrive servo technology for faster measurement and FineLock technology for flexibility in proximity and density of prism targets. The network of total stations, reference prisms and monitoring prisms is augmented with NetR9 GNSS reference receivers. These receivers may be used as independent displacement sensors or may be combined with reference prisms and total stations located in potentially unstable areas to provide updated locations during a combined adjustment process.

The company notes that 4D Control supports a broad variety of geotechnical and meteorological sensors. For example, Trimble REF TEK accelerometers can be used to monitor the magnitude of blast shock waves on high walls and surrounding infrastructure, since their effects can result in vibrational stress fracturing of the rock mass, ultimately leading to rockfalls or more complex failures.

Data from all instruments and sensors are processed by the server component of the software, and are stored in a unified monitoring database for subsequent visualization or complex comparative analysis. Velocity and inverse velocity facilities are available for highwall stability monitoring, addressing the challenges of both slow and accelerated movements, which are one of the indicators of a potential failure.

Alarms may be configured on data from any combination of GNSS, optical, geotechnical or weather sensors. Various levels of alarm can be set and the current status of the system can be viewed on the web interface in real time.

Trimble states that the combination of GNSS sensors, prisms and the angular accuracy of the total station are suitable for the detection of both toppling and slumping failures on a highwall. Suitable placement of prisms across a suspected fault line, combined with a dedicated computational feature on the 4D Control software, enables the prisms to simulate a wire extensometer, so differential movement between adjacent rock masses can be monitored with a high level of accuracy.

Trimble offers several technologies to provide terrain mapping and volumetric measurements, including unmanned aerial systems and spatial imaging systems, that can be used in slope failure analysis. Its Gatewing X100 is an unmanned aerial system used for fast and accurate mapping and analysis of hard-to-reach and hazardous areas, while the VX spatial station integrates optical surveying, metric imaging and 3-D-scanning technologies for precise measurement at ranges up to 5,500 m in long-range mode.

With an Ear to the Ground
Microseismic monitoring is used in open-pit mines to monitor the rockmass behind pit walls in order to detect behavior that may cause slope instability at the surface. As the Canadian equipment supplier ESG Solutions pointed out, seismicity behind a pit wall may be caused by a number of factors, but in all cases knowledge of the location of microseismic events can help operators plan mine development and mitigate risk.

The primary applications for microseismic slope monitoring include the evaluation of fractures generated during mining applications, activation of known or unknown geological structures in the rock mass, stress changes behind the slopes and evaluation of vibration thresholds of the slope structure. A microseismic system determines the location and magnitude of seismicity in real time, potentially acting as an early-warning system by detecting abnormal seismic activity weeks before displacements are observed at the surface.

The company explained that as in-situ stresses change in the rock mass during open-pit operations, rock failure in the form of cracks or fractures is common. Some fractures may propagate to the pit walls, while the removal of large volumes of rock during mining may release or reduce in-situ stresses, enabling movement along natural faults or joints.

Sensitive monitoring equipment is deployed in an array around the zone of interest to “listen” to the sounds of rock as it cracks and fractures. Seismic energy released in the form of waves can be detected by the sensor array. The origin or source of the “event” can then be located and mapped in 4-D (x, y, z + time). Sensor arrays consisting of uniaxial and triaxial 15 Hz geophones are designed to provide good coverage of the monitoring zone, with most open-pit monitoring systems relying on sensors deployed from the surface.

Seismic signals picked up by the array are transmitted to Paladin acquisition units, then on for processing using ESG’s Hyperion Seismic Software (HSS) suite to determine the size of each event as well as its location in 3-D. The software is used to visualize results with respect to the slope geometry for a greater understanding of rock-mass behavior behind the slope wall, with data from inclinometers and other instruments also being used to detect variations in tilt or surface deformation consistent with slope instability.  

ESG said one application for its equipment involved a 36-channel microseismic array consisting of nine triaxial and nine uniaxial 15 Hz omni-directional geophones to investigate slope instability in a large open-pit mine in South America. Over a four-month period, close to 1,000 microseismic events were detected to a positional accuracy of 28 m. Evaluation of this seismicity revealed that mining operations had activated local geological structures, with the majority of the seismicity occurring along two trends behind and parallel to the eastern wall of the pit. The mine operator was able to integrate this knowledge into its planning activities to help mitigate the risk of subsequent instability.

Aerial Imaging: The UAVs Arrive
As noted in the article on digital solutions for mine mapping in the January edition of E&MJ (pp. 40-43), mining companies are increasingly making use of unmanned aerial vehicles (UAVs)—or microdrones—to undertake photographic surveying that can then form the basis for highly detailed topographical imagery. The article cited the Gateway X100 UAV from Trimble, although this is just one of many competitive models now available. The major benefits of this type of equipment is that they are light-weight, simple to use, and can be programmed to fly a specific path, at a stipulated elevation, over areas that would take days to survey or photograph manually.

Thus far, UAV use has typically been restricted to tasks such as mine, stockpile or waste dump overviews, rather than carrying out the high-precision surveys needed to monitor pit walls. However, as the CEO of the Swiss software company Pix4D, Dr. Christoph Strecha, noted, there is no technical reason why this should remain the case. “We can already do oblique 3-D-modeling up to a very high resolution,” he said.

Dr. Strecha explained that the accuracy achieved depends largely on the elevation at which the UAV flies above the surface being scanned. “For a UAV flying at 50 m, he said, each image pixel represents about 20 mm. Fly nearer the surface, and you can reduce this to about 5 mm. The closer the UAV is to the surface, the more images are taken to cover a specific area, the longer it takes and the better the accuracy—so it’s a trade-off between the time taken to do the survey and the number of images,” he said.

“The technology for processing image data like this has only been around for less than 10 years, but already some of the major mining companies are keen to make use of it to carry out regular inspections on site while the UAV is controlled remotely from the survey office—which could be somewhere else completely. What it can’t do yet is provide real-time data; for that you still need to have radar or some other similar system,” Dr. Strecha said.

As Andrew Blogg of the British company, Digital Mapping & Survey, pointed out, stability monitoring is indeed possible using UAVs. The company is currently working on an iron ore development project in West Africa where, he said, the operating company is actively evaluating their use to monitor steep, inaccessible spoil piles formed during the construction of railway lines.

The bottom line is that pit-wall failures can be very costly indeed in terms of lost production, equipment and infrastructure damage, and in the potential risk to personal safety. Monitoring technology has come a long way in a relatively short time, with mining companies realizing real benefits from using combinations of systems to get a better understanding of what is really happening out of sight, behind the pit wall.

The Bingham Canyon slide has demonstrated just how effective monitoring has become, and perhaps one comment on the operation’s Facebook page summed up its success on a personal level. “You guys did a great job,” said Jennifer Loder Heaps. “My husband was working last night. Thanks for getting him home safe!”

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