JOURNAL OF ROCK MECHANICS

JOURNAL OF ROCK MECHANICS

Laboratory investigation of cutting tool wear of EPB-TBM machine

Document Type : Original Article

Authors
Faculty of Mining Engineering, Sahand University of Technology, Tabriz, Iran.
Abstract
The abrasion rate of the soil and the resistance of the cutting tool to wear are one of the most important factors in the efficiency of EPB-TBM machines. Excessive wear has a negative effect on the operational parameters of the drilling machine and reduces the efficiency of the machine. Considering that the time of each hyperbaric operation to replace worn tools is about one to two weeks, it affects the project schedule and the total cost of the tunnel. However, since there is no comprehensive and acceptable method and test for examining abrasion and abrasion in soft soils, in this study, a TBM drilling simulator has been designed and built to better understand the interaction between soil and cutting tools. In this article, after introducing a new device built at Sahand University of Technology, Tabriz, Iran, to simulate the TBM drilling mechanism, the effect of the density of two types of soil with different grain sizes and moisture content on the wear rate of cutting tools under different conditions has been investigated. The most important features of this device include the low rotation speed of the drill head (similar to EPB machines), continuous contact of the cutting tool with the undisturbed soil, continuous injection of curing materials with a specific injection pressure during the test, and its horizontal operation similar to TBM. Initial results of tests of 1.5 to 2 g/cm3 at 7% humidity show that the maximum wear of the cutting tools increases from 4.1% to 11.6%. This increasing trend is also true for 13% humidity. Also, the examination of wear at different densities and at different humidity percentages shows that under the same conditions, at a higher humidity percentage, the amount of wear decreases. The results of some performance tests show that with increasing penetration rate and drill head rotation speed under different conditions, tool wear decreases and increases, respectively.
Keywords

[1]Alavi Gharahbagh, E., Rostami, J., Palomino, A.M., 2011. New soil abrasion testing method for soft ground tunneling applications. Tunn. Undergr. Space Technol. 26 (5), 604–613. https://doi.org/10.1016/j.tust.2011.04.003
[2]Rostami, J., Alavi Gharahbagh, E., Palomino, A.M., Mosleh, M., 2012. Development of soil abrasivity testing for soft ground tunneling using shield machines. Tunnel. Undergr. Space Technol. J. 28, 245–256. https://doi.org/10.1016/j.tust.2011.11.007.
[3]Amoun, S., Sharifzadeh, M., Shahriar, K., Rostami, J., Tarigh Azali, S., 2017. Evaluation of tool wear in EPB tunneling of Tehran Metro, Line 7 Expansion. Tunnelling and Underground Space Technology 61, 233–246. https://doi.org/10.1016/j.tust.2016.11.001.
[4]Amoun, S., Sharifzadeh, M., Shahriar, K., & Rostami, J., 2015. Soil abrasiveness for EPB-TBM along Tehran metro tunnel line 7, Iran. In SEE Tunnel: Promoting Tunnelling in South East European Region: 41st General Assembly and World Tunnel Congress of International Tunnelling and Underground Space Association ITA-AITES, May 22-28.
[5]Nilsen, B., Dahl, F., Raleigh, P., Holzhäuser, J., 2007. The new test methodology for estimating the abrasiveness of soils for TBM tunnelling. In: Proceedings of the Rapid Excavation and Tunneling Conference (RETC), pp. 104–106.
[6]Gwildis, U.G., Sass, I., Rostami, J., Gilbert, M.B., 2010. Soil Abrasion Effects on TBM Tunnelling. World Tunnelling Congress, Vancouver, Canada.
[7]Köhler, M., Maidl, U., Martak, L., 2011. Abrasiveness and tool wear in shield tunnelling in soil. Geomechanik und Tunnelbau 4 (February), 36–53. https://doi.org/10.1002/geot.201100002.
[8] Shinouda, M.M., Frank, G., hauser, G., 2009. Planning and preparation for tunneling at Brightwater West. In: Proceedings Rapid Excavation and Tunneling Conference, Las Vegas, Nevada, June 2009.
[9]Moammeri, H., Tarigh Azali, S., 2010. Taking Abrasive Action. World Tunnelling, December 2010, pp. 24–27.
[10]Tarigh Azali, S., Moammeri, H., 2012. EPB-TBM tunneling in abrasive ground, Esfahan Metro Line 1. In: Phienwej, N., Boonyatee, T. (Eds.), ITA-AITES World Tunnel Congress (WTC), Bangkok, Thailand.
[11]Grødal, C., Equey, S., Armada, S., Espallargas, N., 2012. Effect of soil and rock composition on the wear process of cutter tool steel used in tunnel boring machines. In: Presented at the NordTrib Conference, Trondheim.
[12]LCPC, 1990. LCPC Abrasivemeter Standard. Normalisation Francaise, pp. 18–579.
[13]Nilsen, B., Dahl, F., Holzhäuser, J., Raleigh, J., 2006b. Abrasivity testing for rock and soils. Tunnels Tunneling Int. (April), 47–49.
[14]Nilsen, B., Dahl, F., Holzhäuser, J., Raleigh, P., 2006c. SAT: NTNU’s new soil abrasion test. Tunnels Tunn. Int. (May), 43–45.
[15]Thuro, K., Singer, J., Käsling, H., Bauer, M., 2007. Determining abrasivity with the LCPC test. In: Proceedings of the 1st Canada – U.S. Rock Mechanics Symposium. May 2007, ARMA-07-103.
[16]Thuro, K., Käsling, H., 2009. Classification of the abrasiveness of soil and rock. Geomech. Tunnel. 2 (2), 179–188. https://doi.org/10.1002/geot.200900012.
[17]Dahl, F., Bruland, A., Jakobsen, P.D., Nilsen, B., Grov, E., 2012. Classifications of properties influencing the drillability of rocks, based on the NTNU/SINTEF test method. Tunn. Undergr. Space Technol. 28, 150–158. https://doi.org/10.1016/j.tust.2011.10.006.
[18]Alavi Gharahbagh, E., Rostami, J., Talebi, K., Ibarra, J., 2013. Experimental and practical study of impact of soil conditioning on soil abrasion and cutter wear of EPB TBMs. In: RETC Conference June 23–26, Washington, DC.
[19]Jakobsen, P.D., Langmaack, L., Dahl, F., Breivik, T., 2012. Predicting the abrasivity of in-situ like soils. Tunnels and Tunnelling International (June), 41–44.
[20]Jakobsen, P.D., Bruland, A., Dahl, F., 2013. Review and assessment of the NTNU/SINTEF Soil Abrasion Test (SATTM) for determination of abrasiveness of soil and soft ground. Tunn. Undergr. Space Technol. 37, 107–114. https://doi.org/10.1016/j.tust.2013.04.003.
[21]Jakobsen, P.D., Lohne, J., 2013. Challenges of methods and approaches for estimating soil abrasivity in soft ground TBM tunnelling. Wear 308 (1–2), 166–173. https://doi.org/10.1016/j.wear.2013.06.022.
[22]Barzegari, G., Uromeihy, A., Zhao, J., 2013. A newly developed soil abrasion testing method for tunnelling using shield machines. Q. J. Eng. Geol. Hydrogeol. Volume 46, P 63-74. https://doi.org/10.1144/qjegh2012-039.
[23]Oñate Salazar, C.G., Todaro, C., Bosio, F., Bassini, E., Ugues, D., Peila, D., 2018. A new test device for the study of metal wear in conditioned granular soil used in EPB shield tunneling. Tunnelling and Underground Space Technology 73, 212–221. https://doi.org/10.1016/j.tust.2017.12.014.
[24]Nilsen, B., Dahl, F., Holzhäuser, J., Raleigh, J., 2006a. Abrasivity of soils in TBM tunnelling. Tunnels Tunneling Int. (March), 36–38.
[25]Thuro, K. Plinninger, R. 2007. Determining abrasivity with the LCPC test. Proceedings of the 1st Canada – U.S. Rock Mechanics Symposium, p. 8. https://doi.org/10.1201/NOE0415444019-c103
[26]Alavi Gharahbagh, E., Rostami, J., Talebi, K., 2014. Experimental study of the effect of conditioning on abrasive wear and torque requirement of full face tunneling machines. Tunn. Undergr. Space Technol. 41, 127–136. https://doi.org/10.1016/j.tust.2013.12.003.
[27]Kupferle, J., Rottger, A., Theisen, W., Alber, M., 2016. The RUB Tunneling Device–A newly developed test method to analyze and determine the wear of excavation tools in soils. Tunneling and Underground Space Technology, pp. 1- 6. https://doi.org/10.1016/j.tust.2016.06.006.
[28]Wei, Y., yang, Y., Tao, M., 2018. Effects of gravel content and particle size on abrasivity of sandy gravel mixtures. Engineering geology, pp. 26-35. https://doi.org/10.1016/j.enggeo.2018.06.009. [29]Wei, Y., Zheng, X., Su, F., Li, M., Li, F., Yang, U., 2018. Evaluating of cutting tool wear of earth pressure balance shield in granular soil based on laboratory test. Testing and evaluation, pp. 927-941. https://doi.org/10.1520/JTE20180402.
[30]Wei, Y., Yang, U., Tao, M., Wang, D., Jie, Y., 2020. Earth pressure balance shield tunnel in sandy gravel deposits: a case study of applications of soil conditioning. Bulletin of Engineering Geology and the Environment volume 79, pp. 5013–5030 (2020). https://doi.org/10.1007/s10064-020-01856-1.
[31]Wei, Y., yang, Y., Qiu, T., 2021. Effects of Soil Conditioning on Tool Wear for Earth Pressure Balance Shield Tunneling in Sandy Gravel Based on Laboratory Test. Journal of Testing and Evaluation, July 19. https://doi.org/10.1520/JTE20180851.
[32]Wei, Y., Wang, D., Li, J., Jie, Y., 2020. Eects of Soil Conditioning on Characteristics of a Clay-Sand-Gravel Mixed Soil Based on Laboratory Test. May 9. Appl. Sci., 10, 3300. https://doi.org/10.3390/app10093300.