ASTM. (2010). D762510: Standard test method for laboratory determination of abrasiveness of rock using the CERCHAR method. Philadelphia: American Society for Testing and Materials.
Bakhshandeh, H. A., & Zamzam, M. (2016). Geological Hazards analysis in Urban Tunneling by EPB Machine (Case study: Tehran subway line 7 tunnel). International Journal of Mining and Geo-Engineering, 50(1), 23-36. Retrieved from https://ijmge.ut.ac.ir/article_57306_4e76f7cacd4208de43dde1ea877a6c74.pdf.
Budach, C., & Thewes, M. (2015). Application ranges of EPB shields in coarse ground based on laboratory research. Tunnelling and Underground Space Technology(50), 296-304. doi:10.1016/j.tust.2015.08.006.
EFNARC. (2005). Specifications and Guidelines for the use of specialist products for Mechanized Tunnelling (TBM) in Soft Ground and Hard Rock. Recommendation of European Federation of Producers and Contractors of Specialist Products for Structures.
Huang, S., Wang, S., Xu, C., Shi, Y., & Ye, F. (2019). Effect of grain gradation on the permeability characteristics of coarse-grained soil conditioned with foam for EPB shield tunneling. KSCE Journal of Civil Engineering(23), 4662-4674. doi:10.1007/s12205-019-0717-7.
ISO. (2012). Geotechnical Investigation and Testing–Geohydraulic Testing–Part 2: Water Permeability Tests in a Borehole Using Open Systems. Vernier (Geneva), Switzerland: ISO 22282-2.
Kim, T.-H., Lee, I.-M., Chung, H.-Y., Park, J.-J., & Ryu, Y.-M. (2021). Application ranges of EPB shield TBM in weathered granite soil: a laboratory scale study. Applied Sciences, 7(11), 2995. doi:10.3390/app11072995.
Merritt, A. (2015). Soil conditioning for EPB tunnelling: some examples of laboratory testing and field monitoring. Crossrail Project: Infrastructure Design and Construction,, 2, 159-170.
Peila, D. (2014). Soil conditioning for EPB shield tunnelling. KSCE Journal of Civil Engineering,(18), 831-836. doi:10.1007/s12205-014-0023-3.
Peila, D., Picchio, A., & Chiere, A. (2013). Earth pressure balance tunnelling in rock masses: Laboratory feasibility study of the conditioning process. Tunnelling and Underground Space Technology(35), 55-66. doi:10.1016/j.tust.2.
Pourhashemi, M., Azali, , S., Amiri, A, & Khorasani, E. (2018). Rock Conditioning in EPB-Tunneling, Case Study: Southern Extension of Tehran Metro Line 6. ITA: International Tunnelling and Underground Space Association., (pp. 1-7). Dubai, UAE.
SCC. (2014). Soils–Determination of Permeability by the Lefranc Method. Ottawa, Ontario K1P 6N7, CANADA: Standards Council of Canada (SCC).
Taherkhani, H., Hassanpour, J., Bakhshandeh Amnieh, H., Khorasani, E., & Rostami, J. (2025). Investigating the role of bentonite on the conditioning of muck during tunneling through marly limestone with EPB machines. Canadian Geotechnical Journal(62), 1-18. doi:10.1139/cgj-2024-0773.
Taherkhani, H., Hassanpour, J., Bakhshandeh Amnieh, H., Khorasani, E., Rostami, J., & Saheb, A. (2025). GEP-Based Prediction of Workability of Conditioned Marly Limestone in EPB Machine Chambers. Geotechnical and Geological Engineering, 8(43), 1-22. doi:10.1007/s10706-025-03370-1.
Thewes, M., & Hollmann, F. (2016). Assessment of clay soils and clay-rich rock for clogging of TBMs. Tunnelling and Underground Space Technology(57), 122-128. doi:10.1016/j.tust.2016.01.010.
Wittke, W., Erichsen, C., & Gattermann, J. (2007). Conditioning of the intact rock. In W. e. Wittke, In: W. 6. V. G. G. E. Geotechnik in Forschung und Praxis, ed. Stability Analysis and Design for Mechanized Tunneling. (pp. 250-264). Aachen: Translated from the German edition: Statik und Konstruktion maschineller Tunnelvortriebe.
Ye, X., Wang, S., Yang, J., Yang, J., Sheng, D., & Xiao, C. (2017). Soil conditioning for EPB shield tunneling in argillaceous siltstone with high content of clay minerals: Case study. International Journal of Geomechanics(17(4)), 05016002: 1-8. doi:10.1061/(ASCE)GM.1943-5622.0000791.
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