The history of shotcrete
Since its conception in the early 1900s, shotcrete application has developed to become one of the most critical ground supporting techniques for underground excavations. The technology has evolved from manual nozzle handling to computer guided, hydraulically controlled boom-mounted nozzles. By controlling variables in the shotcreting application, the layer of sprayed concrete can be optimally designed to meet the in-situ geotechnical constraints. In some scenarios, shotcrete will be designed to flex with the squeezing rock, whilst in others, it may simply act as a barrier to protect from rock bursts.
Understanding how the shotcrete will react in different conditions allows operators to apply the right amount of material. Shotcrete thickness is paramount when applying shotcrete, therefore it must be monitored during application using the safest and most reliable method. The aim of this article is to demonstrate how the SR-50 system, developed by GeoSLAM, is suitable for near real-time shotcrete application quality assurance and quality control (QA/QC).
Shotcrete – The modern method with failing processes
The Sika Sprayed Concrete Handbook (1) states that the only method for accurately calculating initial strength is by measuring thickness. Current methods rely on operators endangering themselves to un-secured shotcrete in order to manually collect thickness readings. A total of 5% of all tunneling injuries can be attributed to the shotcreting process in tunneling (2). Industry professionals recognise the need to balance the provision of a safe working environment for its operators with the demand for increased production rates, accurately measured and documented shotcrete thickness.
In 2016 GeoSLAM developed the SR-50 system deployed throughout the Jetcrete Australia fleet. The technology has now been licensed to Normet Oy who have adopted the technology as SmartScan.
The system provides the operator with near real-time results displaying shotcrete thickness after each application cycle with a single button press. A colour-coded map of the spray area allows the operator to identify regions of concern easily and accurately. Once the operator is satisfied that the sprayed thickness complies to site criteria an electronic report is automatically created. This report documents the application cycle, providing the average applied thickness, total volume of shotcrete applied to the surface and the final thickness map that can be used for quality assurance. All data is stored on the system for further analysis and archiving. Without exposing the operator to dangerous conditions, the system can act as a training tool for novice operators, as well as aiding experienced operators to spray to the desired profile thickness, thus minimising overspray.
Analysis of data collected from sites using the SR-50, showed an approximate 20% reduction in overall concrete usage. This means that an average single sprayer operation can reach a return of investment within 2-3 months, have improved safety, and expedite the shotcrete application process.
The system created by GeoSLAM now achieves an accuracy of less than 5mm. This measured accuracy and reliability of measurement now enables the large-scale use of the technology on multiple sites.
Laser Scanning: Accuracy benchmarks
Terrestrial Laser Scanners (TLS) and Scanning Total Stations (STS) systems are based on laser technology and are commonly used across numerous surveying sectors where accurate range measurements are required. Typical systems have accuracies that range from sub-mm to several mm’s depending on the underlying technology and cost. However, in the underground environment these technologies tend to be extremely expensive, complex to use, often requiring specialist training, and can require time-consuming processing in an office environment to produce results. The SR-50, although based on laser scanning technology was specifically designed for the shotcreting industry to be simple to use, automated, cost effective and accurate.
To evaluate the accuracy of the system a rigorous approach was developed. The assessment criteria relied on the use of a TLS (Riegl VZ-400) that was deployed in a controlled environment. The TLS was chosen on the premise that to assess the accuracy of the SR-50, the reference data must of greater accuracy than the test data. The ability to control any changes in the environment was paramount to avoiding ambiguities in the results.
An artificial tunnel environment was constructed with cross-sectional dimensions similar to those in the mine tunneling environment. After an initial base scan of the environment, using the TLS and SR-50 a series of control-panels of known thickness (verified using vernier callipers) were introduced at varying positions in the tunnel. After each control-panel was introduced, changemaps were calculated from SR-50 and the TLS data. Thicknesses of 8, 13, 18 and 30mm were used.
The first assessment of the SR-50 system was to compare comparison results of the test environment with no change against the results using the TLS. Since, there was no physical change to the environment this provided an indication of the repeatability of the system. This assessment was then repeated by placing 8mm, 13, 18 and 30mm boards into the scene and measuring the average thicknesses using the SR-50 and TLS data.
The top image shows the comparison map derived from the SR-50 when no change was made to the environment. The middle shows a comparison of the computed changemap from the TLS control-panel (LHS) and the panel measured by the SR-50 (RHS), both for a 13mm control-panel. The figure clearly shows that the SR-50 gives comparable results to the TLS. The changemap for the TLS gives a more consistent result due to the much higher point density. However, the measured average change across the panels are the same. Control-panels were also attached to the sides and shoulders of the test area and an example changemap is shown in the bottom image.
|Board Tickness (mm)||0||8||13||18|
|Smartscan Selection Mode Difference (mm)||0||0||0||0|
|Third Party Difference (mm)||0||1||1||1|
The above table provides results for the comparison between the average thickness of the control-panels measured using the TLS and SR-50. To assess the accuracy of the automated changemaps created in the SR-50 software, the raw data was exported and thickness maps were calculated in a 3rd party software. The results show good agreement with the on-board solution available at the time of spraying.
- Sika Services AG. (2020). Sika Concrete Handbook. Available: https://www.sika.com/content/dam/dms/corporate/t/glo-sika-concrete-handbook.pdf. Last accessed September 2020
- Kikkawa N, Itoh K, Hori T, Toyosawa Y, Orense RP. Analysis of labour accidents in tunnel construction and introduction of prevention measures. Ind Health. 2015;53(6):517-521. doi:10.2486/indhealth.2014-02
- Unpublished site report: Olympic Dam, BHP, 2018.
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