GeoTek Solutions BOXCUT Logo

GeoTek Solutions

Company Type
Mining Geotechnical Services
GeoTek Solutions BOXCUT Logo

+61 7 3367 1855

info@geotek.com.au

Z3535FS
Yes
About
GeoTek Solutions Pty Ltd (GTS) provides geotechnical and engineering geology services, mainly to the open cut mining industry throughout Asia-Pacific. We deliver a niche service based on geological understanding directed at providing engineering solutions, particularly in the areas of open pit geotechnical design, slope stability and risk assessment.

GTS delivers high level technical skills to a wide range of clients, including mining contractors, research organisations, and other consultants and professionals.

Our work is mainly based in Australia, but we have also worked on large projects in Papua New Guinea, Brazil, India, Indonesia, Fiji, Solomon Islands, and the Philippines.

Our core services include:
  • Geotechnical design for open cut metalliferous and coal mines
  • Slope stability and geotechnical risk assessments
  • Support for open cut mining operations
  • Geotechnical site investigations - terrain evaluation and mapping, borehole logging, sampling and laboratory testing programmes
  • Feasibility studies for greenfields projects
  • Sirovision structural mapping and analysis
  • Monitoring and surveillance of geotechnical hazards
  • Geotechnical awareness and skills training
  • Expert opinion, and third party and peer reviews
  • Research and development
GeoTek Solutions has established trusted relationships with similar and complementary organisations to ensure continuous delivery of a broad range of high level skills.
 
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Company Snapshot
Company Name
GeoTek Solutions
Head Office
Brisbane QLD, Australia
Founded
1999
Company Type
Private
ABN
84 090 367 409
ACN
090 367 409
Services & Capabilities
Category
Engineering Geology ● Geoscience ● Geotechnical Engineering
Geotechnical Services
Geohazard MappingGeotechnical DesignGeotechnical ModelsGeotechnical Site InvestigationLaboratory Testing ManagementMine InspectionOpen Cut GeotechnicsOperational SupportSlope DesignSlope MonitoringSlope Stability AnalysisTechnical Due DiligenceThird-Party ReviewTraining & SupportCore Logging
Projects
Collinsville Coal Mine Queensland's oldest coal mine, having operated as an underground or open cut mine for almost 100 years. It is located in the northern part of Queensland's Bowen Basin, roughly 270 km southeast of Townsville. Collinsville Coal Mine is part of the NCA Project, a mining, processing and exporting partnership that delivers high quality ... Morecoal, cost effectively to international customers. The NCA Project includes the Collinsville Coal Mine, the Newlands Coal Mine, and the Abbot Point Bulk Coal Terminal.

Collinsville mine is an open cut operation producing a variety of coking and steaming coal products for both overseas and domestic markets.
Isaac Plains Coal Mine, owned by Stanmore IP Coal Pty Ltd (Stanmore) is located approximately 7km east of the township of Moranbah and 180km southwest of Mackay in Central Queensland's Bowen Basin. The open cut mine produces both coking and thermal coal types and employs dragline, bulk dozer push, and truck & excavator mining methods.
Accreditations & Certifications
CPEng ● RPEQ
Publications
The copper-gold orebodies of the Ok Tedi project are located in an area of climatic and topographic extremes, where both the landforms and the rocks from which they have developed are so young that it may be said that geological and engineering processes are coincident.
This report describes the results of ACARP research project C9007. The project was established to assist an innovative roadway development trial at Kenmare 2, South Blackwater Mine. A continuous highwall mining system (CHM) was used to develop the roadways for a proposed punch longwall operation at Kenmare 2. The aim of the research project was to ... Moremonitor, evaluate and model the roadway performance during the initial roadway driveage and subsequent widening using CHM.

The roadway development trial was conducted in January 2000. Significant roof falls were experienced, which contributed to much slower mining progress than anticipated and the operation was terminated prematurely. Despite this, most of the tasks originally proposed within the ACARP project have been completed. They comprise:

Monitoring of roof deformation of a punch longwall roadway.

Laboratory investigation of roof rock properties.

Analysis and modelling of roof behaviour of punch longwall roadways.

The main outcomes of the ACARP research project are the observations and conclusions listed below:

Extensive roof falls, mostly in a range from 0.3 m to 0.7 m, were observed to have occurred in a large portion of the roadway.

The roof rocks within 1.5 m from the coal seam were tested to be weak.

An improvement in roof stability with penetration distance was observed and it could be due to (1) a general increase in the strength of the roof rocks and bedding planes; (2) an increase in horizontal to vertical stress ratio and thus the magnitude of the horizontal stress.

The deep-hole surface extensometers successfully recorded data associated with the development of an unsupported roof fall at 41 m inbye. The stand-up time of the roof was measured to be 10 hours at this location after driveage of the roadway.

The numerical model and the analytical formula designed to analyse the span stability were demonstrated to be effective in predicting the roof falls.

The experience at Kenmare 2 highlights the significance of geological variation and the need for improved understanding of the roof behaviour. Despite the site investigation and geotechnical assessment performed before highwall mining commenced, it is clear from this experience that future highwall mining operations of this nature require more specific information from the area to be mined. This is especially important when mining near to the highwall and in proximity to pre-blasted slopes or in other areas of doubtful roof rock quality.

Despite the early termination of the mining trial, the ACARP research project as a whole is considered to be successful, and the outcomes will be useful for future punch longwall and highwall mining operations. The instabilities of the unsupported roadway span experienced during mining were able to be observed and monitored. This provided a unique opportunity to study the failure mechanisms of unsupported spans at shallow depths and to verify the existing prediction tools.

The innovative method of using a CHM system to develop roadways for a punch longwall operation could well be successful at a site with conditions more favourable to highwall mining.
This is the final report for the ACARP research project, C8033, "Optimal Design and Monitoring of Layout Stability for Highwall Mining". The aim of the report is to provide general guidelines for highwall mining design. The guidelines will help guide mining engineers through the process of feasibility evaluation to final execution of highwall mining ... Morein their mining lease. Purely economic matters, however, are not addressed. A number of new tools for feasibility studies, including the Highwall Mining Index (HMI), the Auger Mining Index and Percentage Extraction estimate are presented in the report.

The key components of this report include:

Feasibility study. The geotechnical evaluation to determine whether the site is suitable for highwall mining. A highwall mining index method is presented to help the decision making process in Chapter 2. 

Site investigation. If the site is considered likely to be a suitable site for highwall mining, geological and geotechnical investigation in the mining reserve (e.g., drilling, highwall mapping, highwall hazard identification etc.) includes the gathering of data for layout design. The new data can also refine the results of the feasibility study. Guidelines for conducting the site investigation are outlined in Chapter 3.

Span stability assessment. Evaluation of the stability of the entry spans, which are unsupported, to ensure the success of mining. This needs to be investigated before the commencement of mining. Assessment tools and methodology are presented in Chapter 4.

Layout design. A layout design to specify pillar size and whether barrier pillars are to be left between panels. An optimal layout design will maximise the recovery whilst minimising the risk of unacceptable instability. Pillar design tools and a new panel stability theory are presented to help in the evaluation in Chapter 5.

Design verification against past experience. A number of panel/roof instabilities have been recorded in the past. A selection of these have been back-analysed and the major causes of the instabilities summarised in Chapter 6. Lessons learned from these studies may be used to provide a final check of the design for the current site.

Mining operation and feed-back. Monitoring of the stability of the highwall, spans and pillars during mining are critically important to a continuous, smooth mining operation. After mining operations have commenced with the designed layout, mining difficulties may occur if unexpected ground conditions are encountered. This may necessitate a change in layout design. Guidelines for conducting monitoring and information feed-back during mining are provided in Chapter 7.

The final report is presented in a user-friendly web style format. Most of the new tools developed within this project, including the Highwall Mining Index (HMI) and Percentage Extraction estimate, are provided in interactive forms. These interactive tools make it easy for users to perform their own evaluation of a site for highwall mining.
Connections
JMc Geoservices is the corporate front for John McIntyre, a geologist with nearly 40 years experience in mineral exploration and mining, including an aggregate of 7 years in engineering geology and groundwater hydrology. He has been a pioneer in the use of IT to improve collection, organisation, and analysis of geological data in the field. He is fluent ... Morein English, Spanish and PNG pidgin.

John has worked extensively in Papua New Guinea and Chile, with time in Australia, Solomon Islands, Indonesia, Bolivia, Peru, Venezuela, Iran, Argentina, Ecuador, Honduras and Brazil. He has been instrumental in the discovery of two world class mineral deposits: Rio Blanco in Peru (1.25 Bt @ 0.85% Cu) and Caspiche in Chile (1.4 Bt @ 0.51 g/t Au and 0.19% Cu)

Working in many developing countries, John has wide experience in training and mentoring national staff in field data collection and analysis, as well as field craft, team leadership and professionalism.

John has a strong entrepreneurial streak, having founded an exploration junior and worked for reduced fees in return for stock, options and royalties. His current side gig is a data compilation exercise over what will be Chile's next large gold belt, this will be complete and ready to market in the first half of 2019.

John is available for prolonged field work in difficult conditions at short notice.
Applied Mining Technologies (AMT) is a technology transfer company specialising in the application and development of high accuracy navigation systems, automated mining methods and advanced sensing technologies for the Australian and international coal mining industry.... More

AMT is an industry leader in the:

Development and application of inertial navigationmethods for the automation of underground mining equipment and systems

Development, manufacture and supply of advanced sensing technologies for accurate in-seam control of the mining process

Adaptation of new and enabling technologies for the mining industry

Our expertise in the application of underground guidance systems is internationally recognised. AMT has played a key role in establishing the wide spread use of inertial guidance within the highwall mining industry. This includes the development of the first highwall mining guidance system in the late 1990s through to the current MK4 Highwall Guidance System released in 2011.

This highwall guidance technology overcomes major operational and performance limitations associated with earlier highwall mining practice. Its use has directly led to increased productivity and penetration depth and reduced risk to personnel and equipment. Inertial guidance is considered by industry as essential for safe and efficient highwall mining and AMT supplied technologies are deployed on mining systems in Australia, United States, Canada, South Africa and India.

The industry-acknowledged success of AMT's highwall guidance technology has attracted attention in other coal and non-coal mining applications. The latest generation Mining Guidance System provides a common hardware and system-level platform with tailored firmware to suit new and emerging applications in automated potash mining and underground coal mining.
JBT Consulting are a Brisbane based water engineering company, providing surface water engineering services and groundwater investigation, monitoring and analysis services to the civil and mining clients across Queensland.
Contact Us
Phone
+61 7 3367 1855
Mobile
+61 408 729 760
Head Office
Unit 5, 36 Finchley Street, Milton, Queensland 4064, Australia
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