Relevant bibliographies by topics / Slope Stability Radar

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Slope Stability Radar'

Author: Grafiati
Published: 4 June 2021
Last updated: 12 February 2022

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Journal articles on the topic "Slope Stability Radar"

1

Aziz, Saeful, Christian Natanael Simamora, Ida Wayan Supriharta, and Rahmantha Purba Anggana. "OPTIMASI PENAMBANGAN BATUBARA MENGGUNAKAN KONTROL SLOPE STABILITY RADAR DI PIT C1 BLOK 8 BINUNGAN MINE OPERATION AREA 2 PT BERAU COAL." Prosiding Temu Profesi Tahunan PERHAPI 1, no. 1 (March 29, 2020): 533–54. http://dx.doi.org/10.36986/ptptp.v1i1.95.

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ABSTRAK Pit C1 Blok 8 Site Binungan Mine Operation Area 2 PT Berau Coal merupakan salah satu area operasional penambangan batubara dengan karakteristik multi-seam, kemiringan lapisan batubara pada interval 12 – 20 derajat, ketebalan lapisan batubara pada interval 0.5 – 7.5 meter, dan variasi ketebalan interburden pada interval 3 – 300 meter. Karakteristik endapan batubara menjadi salah satu pertimbangan dalam pembentukan disain penambangan batubara yang dikolaborasikan dengan disiplin ilmu lain diantaranya geoteknik, hidrologi, safety and environment, dan aspek – aspek lainnya.Geoteknik monitoring and controlling merupakan salah satu aspek penting dalam menjaga kestabilan lereng selama proses pembentukan desain sampai desain tambang terbentuk. Salah satu komitmen PT Berau Coal dalam meningkatkan awareness terhadap isu kestabilan lereng adalah dengan digunaknnya Slope Stability Radar untuk membantu Geoteknik monitoring and controlling secara real time.Salah satu value yang dipegang oleh PT Berau Coal yakni continuous improvement. Didorong oleh semangat dari value tersebut, PT Berau Coal melakukan kajian dan implementasi terkait kemungkinan unit slope stability radar dapat mendukung optimasi penambangan batubara pada area-area final disain. Tujuan improvement ini adalah untuk melakukan optimasi penambangan batubara pada area final dengan menggunakan tambahan kontrol slope stability radar. Area final yang dimaksud spesifik terletak pada blok 85-81 (arah barat-timur) di Pit C1 Blok 8 Site Binungan Mine Operation Area 2 PT Berau Coal. Dalam penelitian ini penulis bersama team yang yang dibentuk (terdiri dari department Mine Planning, Mine Operation, Geoteknik dan Hidrologi) melakukan perencanaan menggunakan siklus plan, do, check, action (PDCA) terkait kelayakan optimasi penambangan batubara menggunakan kontrol slope stability radar dari segi geoteknik, standar operasinal penambangan batubara, dan sistem tanggap darurat. Tahapan optimasi dilakukan dari arah barat (blok besar) menuju timur (blok kecil) dengan support man power yang kompeten dan kontrol dari alat slope stability radar. Hasil improvement ini menunjukan bahwa Optimasi penambangan batubara menggunakan kontrol slope stability radar memberikan kontribusi positif terhadap capaian produksi batubara sebesar 123.204 ton pada SR 6.56. Kata kunci: optimasi penambangan batubara, slope stability radar, sistem tanggap darurat. ABSTRACT Pit C1 Block 8 Site Binungan Mine Operation Area 2 is one of the operational areas of coal mining with multi-seam characteristics, the slope of the coal seam at intervals of 12-20 degrees, the thickness of the coal seam at intervals of 0.5 - 7.5 meters, and variations in interburden thickness at intervals of 3 - 300 meters. The characteristics of coal deposits become one of the considerations in the formation of coal mining designs in collaboration with other scientific disciplines including geotechnical, hydrological, safety and environment, and other aspects.Geotechnical monitoring and controlling is one of the important aspects in maintaining the stability of slopes during the design formation process until the mine design is formed. One of PT Berau Coal's commitments in increasing awareness of the issue of slope stability is the use of the Slope Stability Radar to assist in monitoring and controlling geotechnics in real time.One of the values held by PT Berau Coal is continuous improvement. Encouraged by the spirit of this value, PT Berau Coal conducted a study and implementation related to the possibility that the slope stability radar unit could support the optimization of coal mining in the final design areas. The aim of this improvement is to optimize coal mining in the final area by using additional control of the slope stability radar. The specific final area is located in block 85-81 (west-east direction) in Pit C1 Block 8 PT Berau Coal Mine Operation Area 2 Site. In this study the authors and the team formed (consisting of the Mine Planning, Mine Operation, Geotechnical and Hydrology departments) plan using a cycle plan, do, check, action (PDCA) related to the feasibility of optimizing coal mining using slope stability radar control in terms of geotechnical engineering, coal mining operations standards, and emergency response systems. The optimization stage is carried out from the west (large block) to the east (small block) with competent support of man power and control of the slope stability radar. The results of this improvement show that optimization of coal mining using the slope stability radar control contributes positively to the achievement of coal production of 123,204 tons at SR 6.56. Keywords: coal mining optimization, slope stability radar, emergency response system.
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López-Vinielles, Juan, José A. Fernández-Merodo, Pablo Ezquerro, Juan C. García-Davalillo, Roberto Sarro, Cristina Reyes-Carmona, Anna Barra, et al. "Combining Satellite InSAR, Slope Units and Finite Element Modeling for Stability Analysis in Mining Waste Disposal Areas." Remote Sensing 13, no. 10 (May 20, 2021): 2008. http://dx.doi.org/10.3390/rs13102008.

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Slope failures pose a substantial threat to mining activity due to their destructive potential and high probability of occurrence on steep slopes close to limit equilibrium conditions, which are often found both in open pits and in waste and tailing disposal facilities. The development of slope monitoring and modeling programs usually entails the exploitation of in situ and remote sensing data, together with the application of numerical modeling, and it plays an important role in the definition of prevention and mitigation measures aimed at minimizing the impact of slope failures in mining areas. In this paper, a new methodology is presented; one that combines satellite radar interferometry and 2D finite element modeling for slope stability analysis at a regional scale, and applied within slope unit polygons. Although the literature includes many studies applying radar interferometry and modeling for slope stability analysis, the addition of slope units as input data for radar interferometry and modeling purposes has, to our knowledge, not previously been reported. A former mining area in southeast Spain was studied, and the method proved useful for detecting and characterizing a large number of unstable slopes. Out of the 1959 slope units used for the spatial analysis of the radar interferometry data, 43 were unstable, with varying values of safety factor and landslide size. Out of the 43 active slope units, 21 exhibited line of sight velocities greater than the maximum error obtained through validation analysis (2.5 cm/year). Finally, this work discusses the possibility of using the results of the proposed approach to devise a proxy for landslide hazard. The proposed methodology can help to provide non-expert final users with intelligible, clear, and easily comparable information to analyze slope instabilities in different settings, and not limited to mining areas.
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Dick, Graham J., Erik Eberhardt, Albert G. Cabrejo-Liévano, Doug Stead, and Nick D. Rose. "Development of an early-warning time-of-failure analysis methodology for open-pit mine slopes utilizing ground-based slope stability radar monitoring data." Canadian Geotechnical Journal 52, no. 4 (April 2015): 515–29. http://dx.doi.org/10.1139/cgj-2014-0028.

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The recent introduction of ground-based slope stability radar in open-pit mines to complement conventional geodetic monitoring programs provides near real-time deformation measurements over a broad coverage area; this allows geotechnical engineers to observe the spatial distribution of pit wall movements and their progression over time. This paper presents a newly proposed early warning time-of-failure (TOF) analysis procedure for use in real-time with ground-based radar measurements designed to be integrated in an open-pit mine’s trigger action response plan (TARP). The inverse-velocity and slope gradient (SLO) TOF analysis methods are applied to radar displacement measurements using a new systematic multi-pixel selection technique termed the “percent deformation method.” The utilization of the percent deformation method in the proposed real-time TOF analysis methodology gives more-reliable results than current practice by providing recommendations for pixel selections, data filtering, where and how to undertake TOF analyses, and presenting TOF results in real time. The addition of a more rigorous, methodical treatment of radar monitoring data when faced with critical slope instability will reduce uncertainty and increase confidence in any trigger action response decisions, helping to ensure a safer work environment.
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Lucas, Daisy, Kerstin Fankhauser, Hansruedi Maurer, Brian McArdell, Reto Grob, Ralf Herzog, Ernst Bleiker, and Sarah M. Springman. "Slope Stability of a Scree Slope Based on Integrated Characterisation and Monitoring." Water 12, no. 2 (February 7, 2020): 447. http://dx.doi.org/10.3390/w12020447.

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Three years of geotechnical seasonal field monitoring including soil temperature, suction and volumetric water content plus geophysical measurements, lead to a preliminary ground model and assessment of slope stability for a steep scree slope in the Meretschibach catchment, near Agarn village in the Swiss Alps. Building on data reported in a previous paper, which focused on preliminary ground characterisation and seasonal field monitoring, this current research aims to understand whether a surficial failure in the scree slope, triggered by rainfall and depending on bedrock conditions, would represent a relevant natural hazard for Agarn village. A final year of field data is included as well as site-specific sensor calibration, a Ground Penetrating Radar (GPR) profile, and laboratory triaxial testing to provide strength parameters. A bedrock map is presented, based on GPR, with a realistic ground model of the entire scree slope. Furthermore, a preliminary numerical analysis, performed using SEEP-SLOPE/W, shows the influence of a bedrock outcrop observed in the field, for a specific soil thickness, strength parameters and rain intensity. The stability of a gravelly slope decreases with groundwater flow over a step in the bedrock, and the location of the failure will tend to move uphill of a bedrock outcrop at a shallow depth as groundwater flow increases.
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Cahyo, Fery Andika, Audi Farizka, Ahmad Amiruddin, and Rachmat Hamid Musa. "Practical Method of Predicting Slope Failure Based on Velocity Value (SLO Method) From Slope Stability Radar." Prosiding Temu Profesi Tahunan PERHAPI 1, no. 1 (August 16, 2019): 143–50. http://dx.doi.org/10.36986/ptptp.v0i0.14.

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Predicting slope failure is one of the most sought after feature from Slope Stability Radar (SSR). An accurate slope failure prediction will potentially give an ample time to manage risk related with slope stability, wherein the evacuation ofequipment or personal would be executed on a timely manner. The renownedmethod to predict failure among geo-mechanical practitioner is utilizing inversevelocity method, in which collapse will be predicted to happen when the extension of inverse velocity line is intercepted at predefined value that is usually only fractal above zero. The tenet of this method is, if one has acquired the knowledge of inverse velocity value from previous collapses, the next collapse could be predicted based on it with the pretext that both share the same nature and geological feature. The same can be said for predicting collapse based on velocity value. Set of maximum velocity value from several previous collapses will be averaged to determine predefined assumption to predict the next collapse. This paper will demonstrate an alternative method to predict collapse that will use velocity value instead of inverse velocity. This method is called SLO method as proposed by Azania Mufundirwa.This paper will specifically exemplify the practical steps to produce the failureprediction from slope stability radar data, and discuss the characteristic of theprediction yield by this method. Velocity chart with velocity calculation period of60 minutes is first established from particular pixel deemed as the one that showing the most distinguished progressive deformation trend. The velocity data will then be an exported and reprocess as such that the time data will be converted into unit time stamp number. The designated time stamp will then be accumulated, in which the onset of failure, will be regarded as time 0 reference. Log linear chart will be generated in which X-axis will be occupied by velocity value, while Y-axis will depict Velocity x Accumulated time (SLO chart). Collapse can subsequently be predicted by intercepting the predefined assumption of velocity during collapse with the log linear curve from the SLO chart. Two methods, mathematical & graphical, will be presented in this paper in order to give in depth understanding as to how one can predict collapse event with velocity value. Taking account on the study case from iron ore mining, SLO method yielded prediction of failuretime on 10:58 PM 31st January 2016, meanwhile the real failure occur on 11:32 PM 31st January 2016.
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Guo, Tongsuo, Wei Zhou, Zhaolin Li, Chuanwei Zhang, Qingxiang Cai, Ya Tian, Huairui Qin, Fuming Liu, Izhar Mithal Jiskani, and Dongxu Zhang. "Optimization of Land Saving and Loss Reducing and Slope Stability Variation Patterns in Open-Pit Mine." Geofluids 2021 (April 14, 2021): 1–10. http://dx.doi.org/10.1155/2021/6620235.

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This study presents different land saving and loss reducing schemes. Comprehensively compare the economic benefits of the schemes. It is shown that the optimal scheme can recover tons of coal resources on the south slope, creating significant economic benefits. Numerical simulation was utilized to analyze the changes of slope stability, deformation, and shear strain increment in the process of land saving and loss reducing. Results found that the slope stability decreases rapidly, and the toe of the slope has to be internally discharged in time to compress the slope. Timely follow-up of in-slope rows can improve slope stability. The position of the slope shear exit changes with the increase of the distance of the inner row, and its stability increases gradually. When the distance of the lower inner row exceeds 120 m, the increase of the internal row distance has little influence on the slope stability. When the inner distance exceeds 60 m in the process of internal dumping of upper platform, the position of potential sliding plane gradually changes from the lower dump to the upper and lower dump with the increase of inner dumping distance. It shows that the stability of the dump will be damaged if the upper dump continues to be discharged. Therefore, the distance between the upper and lower dump sites is more important than 60 m. The stability of the south slope is good in the process of mining and internal drainage, and the overall stability of the south slope is controllable, based on slope radar monitoring.
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Kumar, Ajay, and Vasant G. K. Villuri. "Role of Mining Radar in Mine Slope Stability Monitoring at Open Cast Mines." Procedia Earth and Planetary Science 11 (2015): 76–83. http://dx.doi.org/10.1016/j.proeps.2015.06.010.

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Marshall, Hans-Peter, Gary Koh, and Richard R. Forster. "Estimating alpine snowpack properties using FMCW radar." Annals of Glaciology 40 (2005): 157–62. http://dx.doi.org/10.3189/172756405781813500.

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AbstractLarge variations in both snow water equivalent (SWE) and snow slope stability are known to exist in the alpine snowpack, caused by wind, topographic and microclimatic effects. This variability makes extrapolation of point measurements of snowpack properties difficult and prone to error, but these types of measurements are used to estimate SWE and stability across entire mountain ranges. Radar technology provides a promising alternative to point measurements, because large areas can be covered quickly and non-intrusively. There is great potential for obtaining information on a large spatial scale from airborne applications. Frequency-modulated continuous wave (FMCW) radar measurements were made from the ground in several different alpine snowpacks, along with manual and in situ electrical measurements. The surface and ground reflections from the radar data, combined with an average density estimate, can provide a useful estimate of SWE. In addition, the locations of internal reflections are highly correlated with both visually identified layers and measured changes in in situ dielectric properties.
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Jauvin, Matthias, Yajing Yan, Emmanuel Trouvé, Bénédicte Fruneau, Michel Gay, and Blaise Girard. "Integration of Corner Reflectors for the Monitoring of Mountain Glacier Areas with Sentinel-1 Time Series." Remote Sensing 11, no. 8 (April 25, 2019): 988. http://dx.doi.org/10.3390/rs11080988.

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Glacier flow and slope instabilities in Alpine mountain areas represent a hazard issue. Sentinel-1 satellites provide regular Synthetic Aperture Radar (SAR) acquisitions that are potentially useful to monitor these areas, but they can be affected by temporal decorrelation due to rapid changes in the surface. The application of interferometric synthetic aperture radar (InSAR) therefore seems difficult due to loss of coherence. On the other hand, Corner Reflectors (CR) can be used as coherent targets in SAR images for accurate displacement measurement thanks to their strong backscattering property and temporal stability. The use of CRs in multi-temporal InSAR analysis in Alpine mountain areas can thus be beneficial. In this study, we present a comparison between triangular and rectangular CRs, based on Radar Cross Section (RCS) measurements in an anechoic chamber and on long-term experiments over the Argentière glacier and the surrounding slopes and moraine. The visibility in both summer and winter of 10 CRs installed on the test site was investigated. As this area is exposed to heavy precipitation including snow falls, two perforated CRs were tested. The amplitude stability and the phase error of each CR were estimated. A precise tracking of two CRs installed at the glacier surface was also able to measure the displacement of the Argentière glacier, giving results close to previous GPS measurements. Furthermore, a Persistent Scatterer Interferometry (PSI) study was conducted, using the most stable CR as reference point to estimate slope instabilities, which led to the identification of an area corresponding to a tectonic fault called “Faille de l’angle”. The precise absolute locations of the CRs were successfully estimated and PS heights were compared with a LiDAR-based (Light Detection And Ranging) digital elevation model (DEM) and GPS measurements.
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Armaș, Iuliana, Mihaela Gheorghe, and George Cătălin Silvaș. "Shallow Landslides Physically Based Susceptibility Assessment Improvement Using InSAR. Case Study: Carpathian and Subcarpathian Prahova Valley, Romania." Remote Sensing 13, no. 12 (June 18, 2021): 2385. http://dx.doi.org/10.3390/rs13122385.

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A multi-temporal satellite radar interferometry technique is used for deriving the actual surface displacement patterns in a slope environment in Romania, in order to validate and improve a landslide susceptibility map. The probability the occurrence of future events is established using a deterministic approach based on a classical one-dimension infinite slope stability model. The most important geotechnical parameters for slope failure in the proposed study area are cohesion, unit weight and friction angle, and the triggering factor is a rapid rise in groundwater table under wetting conditions. Employing a susceptibility analysis using the physically based model under completely saturated conditions proved to be the most suitable scenario for identifying unstable areas. The kinematic characteristics are assessed by the Small BAseline Subsets (SBAS) interferometry technique applied to C-band synthetic aperture radar (SAR) Sentinel-1 imagery. The analysis was carried out mainly for inhabited areas which present a better backscatter return. The validation revealed that more than 22% of the active landslides identified by InSAR were predicted as unstable areas by the infinite slope model. We propose a refinement of the susceptibility map using the InSAR results for unravelling the danger of the worst-case scenario.
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Dissertations / Theses on the topic "Slope Stability Radar"

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Reeves, Bryan Anthony. "Slope stability radar /." [St. Lucia, Qld.], 2003. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe17049.pdf.

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Tanser, Daniel John. "Simulation of a slope stability radar for opencast mining." Master's thesis, University of Cape Town, 2003. http://hdl.handle.net/11427/6055.

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Singh, Mohan. "Management of Geohazards at Lihir Gold Mine-Papua New Guinea." Master's thesis, 2010. http://hdl.handle.net/10048/1604.

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Lihir Gold Mine in Papua New Guinea is one of the largest gold mines in the world situated in a seismically sensitive zone. The gold deposit is located in an extinct volcano in close proximity to the sea shore and presents a series of geohazards. Some geohazards are uncommon and include: geothermal outbursts, cavities, water inrush and earthquake/ tsunami. After a major multi-batter (5 benches high) slope failure that occurred on the 1st of October 2009, a team of engineers, lead by the author investigated the incident and made series of recommendations. Arising out of these recommendations, a comprehensive Geohazard Management Plan was formulated by revisiting, revising and putting together all the individual geohazard management plans as a single document. This thesis describes the outcomes of the investigation and presents an overview and systematic approach in formulation of the Geohazard Management Plan, apart from a summary of the gaps that were identified in the existing system, major contributions that were made as well as the expected improvements and constraints in managing these geohazards.
Mining Engineering
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Book chapters on the topic "Slope Stability Radar"

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Harries, N., and H. Roberts. "The use of Slope Stability Radar (SSR) in managing slope instability hazards." In Rock Mechanics: Meeting Society's Challenges and Demands, 53–59. Taylor & Francis, 2007. http://dx.doi.org/10.1201/noe0415444019-c7.

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Conference papers on the topic "Slope Stability Radar"

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Saunders, Peter, Joseph Mukendi Kabuya, A. Torres, and Richard Simon. "Post-blast slope stability monitoring with slope stability radar." In 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2020. http://dx.doi.org/10.36487/acg_repo/2025_30.

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Saunders, Peter, Samuel Nicoll, and Courtney Christensen. "Slope stability radar alarm threshold validation at Telfer gold mine." In First Asia Pacific Slope Stability in Mining Conference. Australian Centre for Geomechanics, Perth, 2016. http://dx.doi.org/10.36487/acg_rep/1604_21_saunders.

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Leoni, Lorenzo, Garry Spencer, Niccolò Coli, Francesco Coppi, and Alberto Michelini. "Techniques for three-dimensional displacement vector using ground-based interferometric synthetic aperture radar." In First Asia Pacific Slope Stability in Mining Conference. Australian Centre for Geomechanics, Perth, 2016. http://dx.doi.org/10.36487/acg_rep/1604_23_leoni.

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Reeves, Bryan, David A. Noon, Glen F. Stickley, and Dennis Longstaff. "Slope stability radar for monitoring mine walls." In International Symposium on Optical Science and Technology, edited by Cam Nguyen. SPIE, 2001. http://dx.doi.org/10.1117/12.450188.

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Sánchez, Francisco, Aritz Conde, Borja Salvá, and Davide Colombo. "Use of SAR radar satellite data to measure ground deformation in underground and open pit mine sites, El Teniente case study, Chile." In First Asia Pacific Slope Stability in Mining Conference. Australian Centre for Geomechanics, Perth, 2016. http://dx.doi.org/10.36487/acg_rep/1604_22_sanchez.

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Cahyo, Fery, Rahardian Dwitya, and Rachmat Musa. "New approach to detect imminent slope failure by utilising coherence attribute measurement on ground-based slope radar." In 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2020. http://dx.doi.org/10.36487/acg_repo/2025_96.

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Macqueen, Geoff, Edgar Salas, and Bruce Hutchison. "Application of radar monitoring at Savage River Mine, Tasmania." In 2013 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2013. http://dx.doi.org/10.36487/acg_rep/1308_70_macqueen.

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Escobar, Alejandro, Paolo Farina, Lorenzo Leoni, Christian Iasio, and Niccolò Coli. "Innovative use of slope monitoring radar as a support to geotechnical modelling of slopes in open pit mines." In 2013 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2013. http://dx.doi.org/10.36487/acg_rep/1308_54_farina.

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Severin, Jordan, Erik Eberhardt, and Sebastien Fortin. "Open pit numerical model calibration using a pseudo three-dimensional radar monitoring technique." In 2013 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2013. http://dx.doi.org/10.36487/acg_rep/1308_42_severin.

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Michelini, Alberto, Frederico Viviani, M. Bianchetti, Niccolò Coli, Lorenzo Leoni, and Cody Stopka. "A new radar-based system for detecting and tracking rockfall in open pit mines." In 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2020. http://dx.doi.org/10.36487/acg_repo/2025_79.

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