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Artykuły w czasopismach na temat "Mine backfill"
Mitchell, Robert J. "Centrifuge model tests on backfill stability". Canadian Geotechnical Journal 23, nr 3 (1.08.1986): 341–45. http://dx.doi.org/10.1139/t86-048.
Pełny tekst źródłaHefni, Mohammed, i Ferri Hassani. "Experimental Development of a Novel Mine Backfill Material: Foam Mine Fill". Minerals 10, nr 6 (23.06.2020): 564. http://dx.doi.org/10.3390/min10060564.
Pełny tekst źródłaNujaim, Mutaz, Tikou Belem i Albert Giraud. "Experimental Tests on a Small-Scale Model of a Mine Stope to Study the Behavior of Waste Rock Barricades during Backfilling". Minerals 10, nr 11 (23.10.2020): 941. http://dx.doi.org/10.3390/min10110941.
Pełny tekst źródłaEmad, Muhammad Zaka, Hani Mitri i Cecile Kelly. "Effect of blast-induced vibrations on fill failure in vertical block mining with delayed backfill". Canadian Geotechnical Journal 51, nr 9 (wrzesień 2014): 975–83. http://dx.doi.org/10.1139/cgj-2013-0305.
Pełny tekst źródłaLi, Li. "Analytical solution for determining the required strength of a side-exposed mine backfill containing a plug". Canadian Geotechnical Journal 51, nr 5 (maj 2014): 508–19. http://dx.doi.org/10.1139/cgj-2013-0227.
Pełny tekst źródłaLu, Rong, Fengshan Ma, Jie Zhao, Jianbo Wang, Guilin Li i Bing Dai. "Monitoring and Analysis of Stress and Deformation Features of Boundary Part of Backfill in Metal Mine". Sustainability 12, nr 2 (20.01.2020): 733. http://dx.doi.org/10.3390/su12020733.
Pełny tekst źródłaGuo, Li Jie, Ke Ping Zhou, Xiao Cong Yang, Guang Sheng Liu i Wen Yuan Xu. "An Experimental Study on the Mechanical Properties of Cemented Rock-Tailings Fill". Advanced Materials Research 941-944 (czerwiec 2014): 2611–19. http://dx.doi.org/10.4028/www.scientific.net/amr.941-944.2611.
Pełny tekst źródłaZhao, Xin-yuan, Xin-wang Li, Ke Yang, Zhen Wei i Qiang Fu. "The segmental subsidence structure with immediate roof of gob side entry retaining in backfill mining". Energy Exploration & Exploitation 39, nr 4 (15.03.2021): 1262–82. http://dx.doi.org/10.1177/0144598721996540.
Pełny tekst źródłaJaouhar, El Mustapha, i Li Li. "Effect of Drainage and Consolidation on the Pore Water Pressures and Total Stresses within Backfilled Stopes and on Barricades". Advances in Civil Engineering 2019 (12.05.2019): 1–19. http://dx.doi.org/10.1155/2019/1802130.
Pełny tekst źródłaEl Mkadmi, Nawfal, Michel Aubertin i Li Li. "Effect of drainage and sequential filling on the behavior of backfill in mine stopes". Canadian Geotechnical Journal 51, nr 1 (styczeń 2014): 1–15. http://dx.doi.org/10.1139/cgj-2012-0462.
Pełny tekst źródłaRozprawy doktorskie na temat "Mine backfill"
O'Neill, Mark A. "Creep settlement of opencast mine backfill". Thesis, Sheffield Hallam University, 2007. http://shura.shu.ac.uk/20148/.
Pełny tekst źródłaHan, Fa Sen. "Geotechnical Behaviour of Frozen Mine Backfills". Thèse, Université d'Ottawa / University of Ottawa, 2011. http://hdl.handle.net/10393/20250.
Pełny tekst źródłaZhu, Zheming 1965. "Analysis of mine backfill behaviour and stability". Thesis, McGill University, 2002. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=84453.
Pełny tekst źródłaIn this thesis, first laboratory tests and in-situ tests are implemented to determine backfill material properties and backfill stress distribution. The laboratory tests include high sulphide paste fill property tests and layered backfill tests. Second, a backfill finite element model is presented and it is validated by the results of laboratory tests and in-situ tests. Finally, by using this model, the following subjects are studied, (1) backfill stress distribution; (2) influences of backfill material properties and dimensions on backfill stability; (3) stress distribution of layered backfill; (4) optimum layered backfill. The results show that: (a) The variation of backfill material properties is quite large, the compressive strength of the layered backfill model is much higher than that of the non-layered backfill model, and the backfill vertical stress is much less than that anticipated by the formula, rhogH; (b) During the process of adjacent pillar recovery, the minor principal stress inside a backfill is tensile, and this tensile principal stress causes backfill failure and spalling near the exposed surfaces. The spalling size progressively increases with the height of the exposed surface, and a sliding zone creates and leads to backfill collapse; (c) Optimum backfill material should be high elastic modulus, high Poisson's ratio and low density. Optimum backfill size should be large depth and small width; (d) For layered backfill, no sliding zone occurs during the process of adjacent pillar recovery, so layered backfill can improve backfill stability. The optimum layered backfill should consist of strong layers distributed evenly with thicknesses of 1~2m and weak layers 2~2.5 times the thickness of the strong layers. This can save binder consumption by about 11%.
Aldhafeeri, Zaid. "Reactivity of Cemented Paste Backfill". Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/38111.
Pełny tekst źródłaBlanchfield, Richard. "Volume change characteristics of opencast coal mine backfill". Thesis, University of Sheffield, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.480898.
Pełny tekst źródłaPiciacchia, Luciano 1959. "Field and laboratory studies of mine backfill design criteria". Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=74360.
Pełny tekst źródłaA backfill classification system is proposed based upon size distribution. A series of design equations are presented which relate to this system. These equations represent the means by which backfill geomechanical behaviour can be related to physical properties. This is considered to be fundamental to an effective backfill design procedure. Derivation of the equations has been based upon analysis of data from a program of laboratory and in situ testing conducted in ten operating Canadian mines by the author, together with other published work.
The in situ testing required the development of a pressuremeter testing procedure novel to underground mining. The theoretical basis for the employment of pressuremeter data has been examined and behavioral equations have been developed to describe the deformation and stress history during a backfill material test. In addition two new equations have been developed for the analysis of pressuremeter data. The in situ data collected has been correlated with laboratory derived geomechanical data for the same backfill materials.
The geomechanical properties associated with the proposed backfill classifications have also been related to their influence on backfill behaviour in three mine backfill roles: free standing stability during pillar recovery in bulk mining methods; dynamic interaction with stope walls in rockburst prone ground; and ability to reduce stresses in highly stressed rock masses. This work has been based on new and established modelling methods and aims to provide insight into the effectiveness of the backfill classes in these roles of growing practical significance.
Bouzaiene, Riadh. "On the flow mechanics of mine backfill slurries in pipelines". Thesis, McGill University, 1995. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=28992.
Pełny tekst źródłaThe main contribution of this work is, particularly, in the development of an analytical model to describe the flow and predict the pressure gradient of a class of high density backfill whose motion in pipelines follows the Plug Flow Model (PFM). The development of the model called for investigating the conditions required for establishing Plug Flow. It was found that mix proportioning procedures, similar to those found in the concrete industry, are key factors in obtaining Plug Flow.
Pressure drop was found to be a function of the thickness of the Bingham plastic annular layer surrounding the cylindrical core of aggregates. Analytical equations were proposed to solve for the thickness of this layer by considering the rheology of the mixture. Alternatively, the thickness of the annular layer may be estimated by considering the relative proportions of the mixture with respect to aggregates void content. The model offered pressure drop predictions in good agreement with published data. The proposed model may also serve as an alternative to Mooney's method, when dealing with the annular lubricating layer effect characterising mixtures in Plug Flow.
Fadaei, Kermani Mehrdad. "An investigation into a new binder for hydraulic backfill /". Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=112568.
Pełny tekst źródłaIn order to improve the mechanical behaviour of fill, cementitious materials are used. These cementitious materials are expensive. As a result the consumption of these cementitious materials has to be optimized and minimized in a way that the required strength is met. The objective of this research is to investigate a new type of backfill, which is known as gelfill. Gelfill binders usually consist of alkali activators such as sodium silicate and the other cementitious materials. Sodium silicate has been used in waste treatment and activation of artificial pozzolans such as blast furnace slag and fly ash.
The work presented in this thesis is to evaluate the use of sodium silicate in gelfill. Consequently, the influence of mixing time, mixing sequence and curing time are studied on gelfill and silica sand hydraulic backfill. Various tests including unconfined and confined compressive strength were conducted in order to investigate the mechanical behaviour of samples. By conducting mercury intrusion porosimetery (MIP) and scanning electron microscopy (SEM), microstructure and mineralogical properties of specimens were studied.
The result of this thesis demonstrates that gelfill compared with silica sand hydraulic backfill has better mechanical properties. In addition, other variables, including: mixing time and sequence, have a significant effect on gelfill.
Bowman, Charles H. "Geotechnical charcterization of coal refuse for use as a backfill material". Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-08182009-040343/.
Pełny tekst źródłaVan, Tonder Warren Deon. "Centrifuge modelling of permeability in a heterogeneous coal mine backfill sequence". Diss., University of Pretoria, 2015. http://hdl.handle.net/2263/57291.
Pełny tekst źródłaDissertation (MSc)--University of Pretoria, 2015.
tm2016
Geology
MSc
Unrestricted
Książki na temat "Mine backfill"
Boldt, C. M. K. Backfill properties of total tailings. Pgh. [Pittsburgh], PA: U.S. Dept. of the Interior, Bureau of Mines, 1989.
Znajdź pełny tekst źródłaBoldt, C. M. K. Backfill properties of total tailings. Washington, DC: Dept. of the Interior, 1988.
Znajdź pełny tekst źródłaNewman, Philip. The preparation and transportation of paste backfill. Montréal, Qué: Dept. of Mining and Metallurgical Engineering, McGill University, 1992.
Znajdź pełny tekst źródłaCanada Centre For Mineral and Energy Technology. Mineral Research Program. Notes on Denison Mine Pillar-Backfill Confinement Tests. S.l: s.n, 1985.
Znajdź pełny tekst źródłaFirla, Ross. Flow behavior of Garson Mine paste backfill in pipelines. Sudbury, Ont: Laurentian University, School of Engineering, 2000.
Znajdź pełny tekst źródłaInternational Symposium on Mining with Backfill (4th 1989 Montréal, Québec). Innovations in mining backfill technology: Proceedings of the 4th International Symposium on Mining with Backfill, Montréal, 2-5 October 1989. Rotterdam: Balkema, 1989.
Znajdź pełny tekst źródłaInternational Symposium on Mining with Backfill (4th 1989 Montréal, Québec). Innovations in mining backfill technology: Proceedings of the 4th International Symposium on Mining with Backfill, Montreal, 2-5 October 1989. Rotterdam: A. A. Balkema, 1989.
Znajdź pełny tekst źródłaTesarik, D. R. Evaluation of in situ cemented backfill performance. Washington, D.C: U.S. Dept. of the Interior, Bureau of Mines, 1991.
Znajdź pełny tekst źródłaTesarik, D. R. Evaluation of in situ cemented backfill performance. Washington, DC: U.S. Dept. of the Interior, Bureau of Mines, 1991.
Znajdź pełny tekst źródłaMilliken, L. D. Beneficial use of industrial by-products for hydraulic salt mine backfill. S.l: s.n, 1994.
Znajdź pełny tekst źródłaCzęści książek na temat "Mine backfill"
Snyman, Barend Jacobus. "Boulby Mine Backfill System". W Paste Tailings Management, 267–82. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-39682-8_11.
Pełny tekst źródłaOliver, P. H., i D. Landriault. "The convergence resistance of mine backfills". W Innovations in Mining Backfill Technology, 433–36. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211488-54.
Pełny tekst źródłaEmad, Muhammad Zaka, Isaac Vennes, Hani Mitri i Cecile Kelly. "Backfill Practices for Sublevel Stoping System". W Mine Planning and Equipment Selection, 391–402. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-02678-7_38.
Pełny tekst źródłaMcKinstry, J. D., i P. M. Laukkanen. "Fill operating practices at Isa Mine – 1983-1988". W Innovations in Mining Backfill Technology, 361–68. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211488-45.
Pełny tekst źródłaKaskiw, L. M., R. M. Morgan i D. C. Ruse. "Backfilling at IMC Canada K-2 potash mine". W Innovations in Mining Backfill Technology, 315–25. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211488-39.
Pełny tekst źródłaWu, Di. "Properties of Cemented Tailings Backfill". W Mine Waste Management in China: Recent Development, 57–114. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9216-1_6.
Pełny tekst źródłaPiciacchia, L., M. Scoble i J. M. Robert. "Field studies by full displacement pressuremeter in mine backfills". W Innovations in Mining Backfill Technology, 247–56. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211488-30.
Pełny tekst źródłaBrechtel, C. E., M. P. Hardy, J. Baz-Dresch i J. S. Knowlson. "Application of high-strength backfill at the Cannon Mine". W Innovations in Mining Backfill Technology, 105–17. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211488-15.
Pełny tekst źródłaŞenyur, G. "The time effect on flow through mine backfill materials". W Innovations in Mining Backfill Technology, 415–23. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211488-52.
Pełny tekst źródłaWu, Di. "Case Study of Cemented Tailings Backfill". W Mine Waste Management in China: Recent Development, 115–22. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9216-1_7.
Pełny tekst źródłaStreszczenia konferencji na temat "Mine backfill"
Martinson Munoz, Karl, Robert Cooke i Nicolas Rosales. "Cabildo Mine Backfill System". W International Seminar on Paste and Thickened Tailings. Australian Centre for Geomechanics, Perth, 2005. http://dx.doi.org/10.36487/acg_repo/563_21.
Pełny tekst źródłaBloss, Martyn. "An operational perspective of mine backfill". W Eleventh International Symposium on Mining with Backfill. Australian Centre for Geomechanics, Perth, 2014. http://dx.doi.org/10.36487/acg_rep/1404_0.2_bloss.
Pełny tekst źródłaWilson, Stephen, Barend Snyman, Maureen McGuinness, John Albrecht i John de Vries. "Gwalia mine – backfill system operational review". W 18th International Seminar on Paste and Thickened Tailings. Australian Centre for Geomechanics, Perth, 2015. http://dx.doi.org/10.36487/acg_rep/1504_26_wilson.
Pełny tekst źródłade Moura, Walter, Edvaldo Barbosa, Wayne Grobbelaar i Steve Dorman. "Cuiabá Mine Tailings and Backfill System". W International Seminar on Paste and Thickened Tailings. Australian Centre for Geomechanics, Perth, 2005. http://dx.doi.org/10.36487/acg_repo/563_19.
Pełny tekst źródłaLindqvist, Thomas, Anders Nystrom, P. Brodin i L. Norling. "Paste Backfill at Garpenberg North Mine". W Ninth International Seminar on Paste and Thickened Tailings. Australian Centre for Geomechanics, Perth, 2006. http://dx.doi.org/10.36487/acg_repo/663_26.
Pełny tekst źródłaHefni, Mohammed, Feramarz Hassani, Michelle Nokken, Mehrdad Kermani i Dan Vatne. "Investigation into the development of foam mine fill". W Eleventh International Symposium on Mining with Backfill. Australian Centre for Geomechanics, Perth, 2014. http://dx.doi.org/10.36487/acg_rep/1404_02_hefni.
Pełny tekst źródłaWidisinghe, Sankha, Nagaratnam Sivakugan i Vincent Wang. "Loads on barricades in hydraulically backfilled underground mine stopes". W Eleventh International Symposium on Mining with Backfill. Australian Centre for Geomechanics, Perth, 2014. http://dx.doi.org/10.36487/acg_rep/1404_08_widisinghe.
Pełny tekst źródłaMgumbwa, Juma, i Trent Nester. "Paste improvement at La Mancha’s Frog’s Leg underground mine". W Eleventh International Symposium on Mining with Backfill. Australian Centre for Geomechanics, Perth, 2014. http://dx.doi.org/10.36487/acg_rep/1404_22_mgumbwa.
Pełny tekst źródłaLi, Jianping, Johan Ferreira i Tim Le Lievre. "Transition from discontinuous to continuous paste filling at Cannington Mine". W Eleventh International Symposium on Mining with Backfill. Australian Centre for Geomechanics, Perth, 2014. http://dx.doi.org/10.36487/acg_rep/1404_30_li.
Pełny tekst źródłaAsakura, Kuniomi. "Trial of Paste Backfill at Toyoha Mine (Keynote)". W ASME/JSME 2007 5th Joint Fluids Engineering Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/fedsm2007-37381.
Pełny tekst źródłaRaporty organizacyjne na temat "Mine backfill"
Dewers, Thomas, Jason E. Heath i Christi D. Leigh. FY:15 Transport Properties of Run-of-Mine Salt Backfill ? Unconsolidated to Consolidated. Office of Scientific and Technical Information (OSTI), wrzesień 2015. http://dx.doi.org/10.2172/1223168.
Pełny tekst źródłaSchuhen, Michael, i Kristopher Kuhlman. Summary of initial test results for Transport Properties of Run-of-Mine Salt Backfill. Office of Scientific and Technical Information (OSTI), wrzesień 2014. http://dx.doi.org/10.2172/1164614.
Pełny tekst źródłaJordan, Amy B., Philip H. Stauffer, Donald T. Reed, Hakim Boukhalfa, Florie Andre Caporuscio i Bruce Alan Robinson. Draft Test Plan for Brine Migration Experimental Studies in Run-of-Mine Salt Backfill. Office of Scientific and Technical Information (OSTI), luty 2015. http://dx.doi.org/10.2172/1169146.
Pełny tekst źródłaHenghu Sun i Yuan Yao. Research and Development of a New Silica-Alumina Based Cementitious Material Largely Using Coal Refuse for Mine Backfill, Mine Sealing and Waste Disposal Stabilization. Office of Scientific and Technical Information (OSTI), czerwiec 2012. http://dx.doi.org/10.2172/1048945.
Pełny tekst źródłaUdd, J. E. Backfill research in Canadian mines. Natural Resources Canada/CMSS/Information Management, 1989. http://dx.doi.org/10.4095/325861.
Pełny tekst źródłaGeomechanics of reinforced cemented backfill in an underhand stope at the Lucky Friday Mine, Mullan, Idaho. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, lipiec 2001. http://dx.doi.org/10.26616/nioshpub2001138.
Pełny tekst źródłaGeochemical processes and the effects of natural organic solutes on the solubility of selenium in coal-mine backfill samples from the Powder River basin, Wyoming. US Geological Survey, 1995. http://dx.doi.org/10.3133/wri954200.
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