Real-Scale Numerical Analyzing Dynamic Process of TBM Boring in Jointed Rock; a Case Study: Kerman Water Conveyance Tunnel in Iran | ||
| Journal of Mining and Environment | ||
| مقاله 2، دوره 13، شماره 3، مهر 2022، صفحه 643-666 اصل مقاله (12.03 M) | ||
| نوع مقاله: Original Research Paper | ||
| شناسه دیجیتال (DOI): 10.22044/jme.2022.11996.2194 | ||
| نویسندگان | ||
| Morteza Karami* 1؛ Shokrollah Zare1؛ Jamal Rostami2 | ||
| 1Faculty of Mining, Petroleum and Geophysics Engineering, Shahrood University of Technology, Shahrood, Iran | ||
| 2Department of Mining Engineering, Director of Earth Mechanics Institute (EMI), Colorado School of Mines, USA | ||
| چکیده | ||
| One of the important cost items in mechanized tunneling is the cost of repairing or replacing the disc cutters that have suffered from normal wear during the boring of the hard abrasive rocks. For inspecting the health of the disc cutters, the boring operation shall be stopped, and after checking, the worn disc cutters may be replaced. In this work, the dynamic process of the TBM boring in the jointed rocks is simulated using a real-scale numerical analysis based on the rock fracturing factor using the discrete element method (DEM). The stress distributions induced within the disc cutters as well as the development of the plastic zones in the rock are investigated and compared with the actual results recorded in the Kerman water conveyance tunnel (KWCT). The numerical results indicate that the increase in the rock fracturing causes a decrease in the induced stresses and an increase in the size of the plastic zone. In other words, a higher penetration rate as well as more lifetime for disc cutters can be achieved in highly fractured rocks. Moreover, the average von Misses stress in the disc cutters in the highly fractured rocks is predicted about 16-23% less than stress induced in the slightly fractured rocks. Due to the TBM tunneling, the volume of the plastic zone as well as the actual penetration depth in the highly fracturing rocks are also about 40% and 42% higher than in the slightly fractured rocks under applying the same TBM parameters, respectively. | ||
| کلیدواژهها | ||
| Disc cutter؛ Normal wear؛ Real-scale numerical model؛ Discrete element method؛ Von Mises stress | ||
| مراجع | ||
|
[1]. Cueto, M., López-Fernández, C., Pando, L., and Arias, D. (2020). Engineering geological assessment using geochemical, mineralogical, and petrographic analysis along the Riyadh Metro Line 3 (Saudi Arabia). Arabian Journal of Geosciences. 13 (2): 1-16.
[2]. Lin, L., Xia, Y., and Jia, L. (2018). Rock-breaking Characteristics of TBM Gage Disc Cutters and Sensitivity Analysis of Their Influencing Factors. Chin. J. Mech. Engng., 54, 18.
[3]. Kalayci Sahinoglu, U., and Ozer, U. (2020). The prediction of cutter wear from temperature measurements on TBM discs and cutting face. Arabian Journal of Geosciences. 13 (5): 1-11.
[4]. Ban, C., Gong, Q., Zhou, X., and Li, S. (2020). Analysis of TBM disc cutter wear: a case study of a water conveyance tunnel project in Xinjiang, China. In IOP Conference Series: Earth and Environmental Science (Vol. 570, No. 5, p. 052026). IOP Publishing.
[5]. Yang, Y., Hong, K., Sun, Z., Chen, K., Li, F., Zhou, J., and Zhang, B. (2018). The derivation and validation of TBM disc cutter wear prediction model. Geotechnical and Geological Engineering. 36 (6): 3391-3398.
[6]. Su, W., Li, X., Jin, D., Yang, Y., Qin, R., and Wang, X. (2020). Analysis and prediction of TBM disc cutter wear when tunneling in hard rock strata: a case study of a metro tunnel excavation in Shenzhen, China. Wear, 446, 203190.
[7]. Karami, M., Zare, S., and Rostami, J. (2021). Introducing an empirical model for prediction of disc cutter life for TBM application in jointed rocks: case study, Kerman water conveyance tunnel. Bulletin of Engineering Geology and the Environment. 80 (5): 3853-3870.
[8]. Wyllie, D.C., and Mah, C. (2004). Rock slope engineering. CRC Press.
[9]. Bruland, A. (1998). Hard rock tunnel boring: Vol. 1–10 (Doctoral dissertation, Norwegian University of Science and Technology (NTNU)).
[10]. Macias, F.J., Jakobsen, P.D., Seo, Y., and Bruland, A. (2014). Influence of rock mass fracturing on the net penetration rates of hard rock TBMs. Tunnelling and Underground Space Technology, 44, 108-120.
[11]. Acaroglu, O., Ozdemir, L., and Asbury, B. (2008). A fuzzy logic model to predict specific energy requirement for TBM performance prediction. Tunnelling and Underground Space Technology. 23 (5): 600-608.
[12]. Yin, L., Miao, C., He, G., Dai, F., and Gong, Q. (2016). Study on the influence of joint spacing on rock fragmentation under TBM cutter by linear cutting test. Tunnelling and Underground Space Technology, 57, 137-144.
[13]. Yang, H. Q., Li, Z., Jie, T. Q., and Zhang, Z. Q. (2018a). Effects of joints on the cutting behavior of disc cutter running on the jointed rock mass. Tunnelling and Underground Space Technology, 81, 112-120.
[14]. Yang, H., Liu, J., and Liu, B. (2018b). Investigation on the cracking character of jointed rock mass beneath TBM disc cutter. Rock Mechanics and Rock Engineering. 51(4): 1263-1277.
[15]. Farrokh, E., and Kim, D.Y. (2018). A discussion on hard rock TBM cutter wear and cutterhead intervention interval length evaluation. Tunnelling and Underground Space Technology, 81, 336-357.
[16]. Gehring, K. H. (2020). Design criteria for TBM’s with respect to real rock pressure. In Tunnel boring machines (pp. 43-53). CRC Press.
[17]. Lan, H., Xia, Y., Miao, B., Fu, J., and Ji, Z. (2020). Prediction model of wear rate of inner disc cutter of engineering in Yinsong, Jilin. Tunnelling and Underground Space Technology, 99, 103338.
[18]. Barzegari, G., and Khodayari, J. (2020). Evaluation of TBM disc cutter wear issue in hard rock tunneling; a case study. Iranian Journal of Mining Engineering. 14 (45): 46-62.
[19]. Tan, X.C., Kou, S. Q., and Lindqvist, P.A. (1998). Application of the DDM and fracture mechanics model on the simulation of rock breakage by mechanical tools. Engineering Geology. 49(3-4): 277-284.
[20]. Gong, Q. M., Jiao, Y.Y., and Zhao, J. (2006). Numerical modelling of the effects of joint spacing on rock fragmentation by TBM cutters. Tunnelling and Underground Space Technology. 21 (1): 46-55.
[21]. Gong, Q. M., Zhao, J., and Jiao, Y. Y. (2005). Numerical modeling of the effects of joint orientation on rock fragmentation by TBM cutters. Tunnelling and underground space technology. 20 (2): 183-191.
[22]. Park, G.I., Jang, S. H., Choe, S.U., and Jeon, S.W. (2006). Prediction of the optimum cutting condition of TBM disc cutter in Korean granite by the linear cutting test. In Proceedings of the Korean Society for Rock Mechanics conference (pp. 217-236). Korean Society for Rock Mechanics and Rock Engineering.
[23]. Rojek, J. (2007). Discrete element modelling of rock cutting. Computer Methods in Materials Science. 7 (2): 224-230.
[24]. Rojek, J., Onate, E., Labra, C., and Kargl, H. (2011). Discrete element simulation of rock cutting. International Journal of Rock Mechanics and Mining Sciences. 48 (6): 996-1010.
[24]. Cho JW, Jeon S, Yu SH, and Chang SH (2010) Optimum spacing of TBM disc cutters: A numerical simulation using the three-dimensional dynamic fracturing method. Tunnelling and Underground Space Technology 25.3:230-244.
[26]. Ma, H., Yin, L., and Ji, H. (2011). Numerical study of the effect of confining stress on rock fragmentation by TBM cutters. International Journal of Rock Mechanics and Mining Sciences. 48 (6): 1021-1033.
[27]. Bejari, H., and Khademi Hamidi, J. (2013). Simultaneous effects of joint spacing and orientation on TBM cutting efficiency in jointed rock masses. Rock mechanics and rock engineering. 46 (4): 897-907.
[28]. Rizo, J.A.M. (2013). Considerations for discrete element modeling of rock cutting (Doctoral dissertation, University of Pittsburgh).
[29]. Zhao, K., Janutolo, M., Barla, G., and Chen, G. (2014). 3D simulation of TBM excavation in brittle rock associated with fault zones: The Brenner Exploratory Tunnel case. Engineering geology, 181, 93-111.
[30]. Liu, X.W., Wei, L., Lei, G. F., and Liu, Q.S. (2015). Numerical manifold simulation for rock fragmentation process under TBM double cutters in mixed ground. J. China Coal Soc. 40 (6): 1225-1234.
[31]. Vaida, C., Pisla, D., Tucan, P., Gherman, B., Govor, C., and Plitea, N. (2015, October). An innovative parallel robotic structure designed for transperineal prostate biopsy. In Proceedings of the 14th IFToMM World Congress (pp. 483-490)
[32]. Li, H., and Du, E. (2016). Simulation of rock fragmentation induced by a tunnel boring machine disk cutter. Advances in Mechanical Engineering. 8 (6): 1687814016651557.
[33]. Li, X.F., Li, H.B., Liu, Y.Q., Zhou, Q.C., and Xia, X. (2016). Numerical simulation of rock fragmentation mechanisms subject to wedge penetration for TBMs. Tunnelling and Underground Space Technology, 53, 96-108.
[34]. Zhai, S.F., Zhou, X.P., Bi, J., and Xiao, N. (2016). The effects of joints on rock fragmentation by TBM cutters using general particle dynamics. Tunnelling and Underground Space Technology, 57, 162-172.
[35]. Zhai, S.F., Zhou, X.P., Bi, J., and Qian, Q.H. (2017). Validation of GPD to model rock fragmentation by TBM cutters. International Journal of Geomechanics. 17 (6): 06016036.
[36]. Mohammadnejad, M., Liu, H., Dehkhoda, S., and Chan, A. (2017, October). Numerical investigation of dynamic rock fragmentation in mechanical cutting using combined FEM/DEM. In ISRM 3rd Nordic Rock Mechanics Symposium-NRMS 2017. OnePetro.
[37] Labra, C., Rojek, J., and Onate, E. (2017). Discrete/finite element modelling of rock cutting with a TBM disc cutter. Rock Mechanics and Rock Engineering. 50 (3): 621-638.
[38]. Zhang, X.H., Xia, Y.M., Zeng, G.Y., Tan, Q., and Guo, B. (2018). Numerical and experimental investigation of rock breaking method under free surface by TBM disc cutter. Journal of Central South University. 25 (9): 2107-2118.
[39]. Guiju, Z., and Caiyuan, X. (2018). Analysis of thermal stress distribution of TBM disc cutter. Australian Journal of Mechanical Engineering, 16(sup1), 43-48.
[40]. Zhai, S.F., Cao, S.H., Gao, M., and Feng, Y. (2019). The effects of confining stress on rock fragmentation by TBM disc cutters. Mathematical Problems in Engineering, 2019.
[41]. Afrasiabi, N., Rafiee, R., and Noroozi, M. (2019). Investigating the effect of discontinuity geometrical parameters on the TBM performance in hard rock. Tunnelling and Underground Space Technology, 84, 326-333.
[42]. Liu, X., Xu, M., and Qin, P. (2019). Joints and confining stress influencing on rock fragmentation with double disc cutters in the mixed ground. Tunnelling and Underground Space Technology, 83, 461-474.
[43]. Zhao, Y., Yang, H., Chen, Z., Chen, X., Huang, L., and Liu, S. (2019). Effects of jointed rock mass and mixed ground conditions on the cutting efficiency and cutter wear of tunnel boring machine. Rock Mechanics and Rock Engineering. 52 (5): 1303-1313.
[44]. Guo, Z. G., Wang, J., Lv, S., and Zhang, X. (2021). Numerical simulation analysis of coal rock crushed by disc cutter based on ABAQUS. In IOP Conference Series: Materials Science and Engineering (Vol. 1043, No. 4, p. 042010). IOP Publishing.
[45]. Rostami, J. (1997). Development of a force estimation model for rock fragmentation with disc cutters through theoretical modeling and physical measurement of crushed zone pressure (p. 249). Golden: Colorado School of Mines.
[46]. Rostami, J. (2013). Study of pressure distribution within the crushed zone in the contact area between rock and disc cutters. International Journal of Rock Mechanics and Mining Sciences, 57, 172-186.
[47]. Rostami, J., Ozdemir, L., Bruland, A., and Dahl, F. (2005). Review of issues related to Cerchar abrasivity testing and their implications on geotechnical investigations and cutter cost estimates. Proceedings of the RETC, 738, 751. | ||
|
آمار تعداد مشاهده مقاله: 519 تعداد دریافت فایل اصل مقاله: 683 |
||