Analysis of Granite Failure Modes and Energy Conversion under Uniaxial Compression at Various Temperatures | ||
| Journal of Mining and Environment | ||
| مقاله 8، دوره 14، شماره 2، تیر 2023، صفحه 493-506 اصل مقاله (15.87 M) | ||
| نوع مقاله: Original Research Paper | ||
| شناسه دیجیتال (DOI): 10.22044/jme.2023.12870.2336 | ||
| نویسندگان | ||
| kausar Sultan shah* 1؛ Naeem Abbas1، 2؛ Li Kegang2؛ Mohd Hazizan bin Mohd Hashim3؛ Hafeez Ur Rehman3، 4؛ Khan Gul Jadoon1 | ||
| 1Department of Mining Engineering, Karakoram International University (KIU), Gilgit, Pakistan | ||
| 2Faculty of Land Resource Engineering, Kunming University of Science and Technology, Kunming, Yunnan, China | ||
| 3Strategic Mineral Niche, School of Materials and Mineral Resources Engineering, Universiti Sains Malaysia, Engineering Campus, Nibong Tebal, Penang, Malaysia | ||
| 4Department of Mining Engineering, Baluchistan University of Information Technology, Engineering and Management Sciences, Quetta, Pakistan | ||
| چکیده | ||
| The rocks in the studied area are prone to deterioration and failure due to frequent exposure to extreme temperature variations and loading conditions. In the context of rock engineering reliability assessment, understanding the energy conversion process in rocks is critical. Therefore, this research work aims to assess the energy characteristics and failure modes of pink and white-black granite subjected to uniaxial compression loading at various temperatures. Samples of pink and white-black granite are heated to a range of temperatures (0 °C, 200 °C, 400 °C, 600 °C, 900 °C, and 1100 °C), and their failure modes and energy characteristics including total energy, elastic energy, and dissipated energy are studied by testing preheated samples under uniaxial compression. The results show that the dissipation energy coefficient initially rises rapidly, and then falls back to its minimum value at the failure stage. The micro-structures of granite rock directly affect its elastic and dissipation energy. Axial splitting failure mode is observed in most of the damaged granite specimens. After heating granite to 600 °C, the effect of temperature on the failure mode becomes apparent. | ||
| کلیدواژهها | ||
| Failure mode؛ granite؛ dissipated energy؛ elastic energy؛ axial splitting | ||
| مراجع | ||
|
[1]. Lei, Y., J. Huang, Y. Cui, S.-H. Jiang, S. Wu, and J. Ching. (2023). Time capsule for landslide risk assessment. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards: 1-22.
[2]. Holma, M., Z. Zhang, P. Kuusiniemi, K. Loo, and T. Enqvist. (2022). Future prospects of muography for geological research and geotechnical and mining engineering. Muography: Exploring Earth's Subsurface with Elementary Particles: 199-219.
[3]. Shah, K.S., M.H.b.M. Hashim, M.Z. Emad, K.S.b. Ariffin, M. Junaid, and N.M. Khan. (2020). Effect of particle morphology on mechanical behavior of rock mass. Arabian Journal of Geosciences, 13: 1-17.
[4]. Sultan Shah, K., M.H.B. Mohd Hashim, H.U. Rehman, and K.S.B. Ariffin. (2022). Evaluating microscale failure response of various weathering grade sandstones based on micro-scale observation and micro-structural modelling subjected to wet and dry cycles. Journal of Mining and Environment, 13(2): 341-355.
[5]. Shah, K.S., M.H.B. Mohd Hashim, and K.S.B. Ariffin. (2022). Photogrammetry and Monte Carlo Simulation based statistical characterization of rock mass discontinuity parameters. International Journal of Mining and Geo-Engineering, 56(2): 151-157.
[6]. Timchenko, A. and J.-L. Briaud. (2023). ANALYSIS OF A DATABASE OF OPEN-PIT MINE SLOPE FAILURES TO PREDICT TRAVEL DISTANCE, SETBACK DISTANCE, AND GEOMETRIC PROPERTIES. Canadian Geotechnical Journal, (ja).
[7]. He, Y., B. Li, and X. Du. (2023). Soil Slope Instability Mechanism and Treatment Measures under Rainfall—A Case Study of a Slope in Yunda Road. Sustainability, 15(2): 1287.
[8]. Zhang, S., L. Shi, and D. Jia. (2023). An uncertainty quantitative model of wellbore failure risk for underground gas storage in depleted gas reservoir during the construction process. Journal of Energy Storage, 57: 106144.
[9]. Zhang, A., H. Xie, R. Zhang, M. Gao, J. Xie, Z. Jia, L. Ren, and Z. Zhang. (2023). Mechanical properties and energy characteristics of coal at different depths under cyclic triaxial loading and unloading. International Journal of Rock Mechanics and Mining Sciences, 161: 105271.
[10]. He, M., F. Pang, H. Wang, J. Zhu, and Y. Chen. (2020). Energy dissipation-based method for strength determination of rock under uniaxial compression. Shock and Vibration, 2020: 1-13.
[11]. Cao, K., L. Ma, Y. Wu, N. Khan, and J. Yang. (2020). Using the characteristics of infrared radiation during the process of strain energy evolution in saturated rock as a precursor for violent failure. Infrared Physics & Technology, 109: 103406.
[12]. Li, D., Z. Sun, T. Xie, X. Li, and P. Ranjith. (2017). Energy evolution characteristics of hard rock during triaxial failure with different loading and unloading paths. Engineering Geology, 228: 270-281.
[13]. Hemmati, A., M. Ghafoori, H. Moomivand, and G.R. Lashkaripour. (2020). The effect of mineralogy and textural characteristics on the strength of crystalline igneous rocks using image-based textural quantification. Engineering Geology, 266: 105467.
[14]. Hao, Y., Y. Wu, R. Cui, K. Cao, D. Niu, and C. Liu. (2023). Strain Energy Dissipation Characteristics and Neural Network Model during Uniaxial Cyclic Loading and Unloading of Dry and Saturated Sandstone. Minerals, 13(2): 131.
[15]. Fakhimi, A. and B. Hemami. (2015). Axial splitting of rocks under uniaxial compression. International Journal of Rock Mechanics and Mining Sciences, 79: 124-134.
[16]. Basu, A., D. Mishra, and K. Roychowdhury. (2013). Rock failure modes under uniaxial compression, Brazilian, and point load tests. Bulletin of Engineering Geology and the environment, 72: 457-475.
[17]. Nemat-Nasser, S. and H. Horii. (1984). Rock failure in compression. International Journal of Engineering Science, 22(8-10): 999-1011.
[18]. D-08, A. (2008). Standard practices for preparing rock core as cylindrical test specimens and verifying conformance to dimensional and shape tolerances. Annual Book of ASTM Standards.
[19]. Vidana Pathiranagei, S., I. Gratchev, and R. Kong. (2021). Engineering properties of four different rocks after heat treatment. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 7: 1-21.
[20]. Małkowski, P., P. Kamiński, and K. Skrzypkowski. (2012). Impact of Heating of carboniferous rocks on their mechanical parameters. AGH Journal of Mining and Geoengineering, 36(1): 231-142.
[21]. Yuan, P., D. Tan, F. Annabi-Bergaya, W. Yan, M. Fan, D. Liu, and H. He. (2012). Changes in structure, morphology, porosity, and surface activity of mesoporous halloysite nanotubes under heating. Clays and Clay Minerals, 60(6): 561-573.
[22]. Nahhas, T., X. Py, N. Sadiki, and S. Grégoire. (2019). Assessment of four main representative flint facies as alternative storage materials for concentrated solar power plants. Journal of Energy Storage, 23: 79-88.
[23]. ASTM, D. (1995). 2938, Standard test method for unconfined compressive strength of intact rock core specimens. ASTM International, West Conshohocken, PA.
[24]. Xie, H., L. Li, R. Peng, and Y. Ju. (2009). Energy analysis and criteria for structural failure of rocks. Journal of Rock Mechanics and Geotechnical Engineering, 1(1): 11-20.
[25]. Zhang, M., Q. Meng, and S. Liu. (2017). Energy evolution characteristics and distribution laws of rock materials under triaxial cyclic loading and unloading compression. Advances in Materials Science and Engineering, 2017.
[26]. Cui, B., G. Feng, J. Bai, G. Xue, K. Wang, X. Shi, S. Wang, Z. Wang, and J. Guo. (2023). Failure characteristics and the damage evolution of a composite bearing structure in pillar-side cemented paste backfilling. International Journal of Minerals, Metallurgy and Materials: 1-14.
[27]. Zhang, Q.B. and J. Zhao. (2014). Quasi-static and dynamic fracture behaviour of rock materials: phenomena and mechanisms. International Journal of Fracture, 189: 1-32.
[28]. Liu, K., T. Guo, J. Yang, and S. Ma. (2023). Static and dynamic fracture behavior of rock-concrete bi-material disc with different interface crack inclinations. Theoretical and Applied Fracture Mechanics, 123: 103659.
[29]. Taheri, A., N. Yfantidis, C. Olivares, B. Connelly, and T. Bastian. (2016). Experimental study on degradation of mechanical properties of sandstone under different cyclic loadings. Geotechnical Testing Journal, 39(4).
[30]. Gao, L., F. Gao, Z. Zhang, and Y. Xing. (2020). Research on the energy evolution characteristics and the failure intensity of rocks. International Journal of Mining Science and Technology, 30(5): 705-713. | ||
|
آمار تعداد مشاهده مقاله: 440 تعداد دریافت فایل اصل مقاله: 482 |
||