References
- ASTM D4648M-16. (2016), Standard test methods for laboratory miniature vane shear test for saturated fine-grained clayey soil.
- EFNARC, A. (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.
- Galli, M. (2016), Rheological characterisation of earthpressure-balance (EPB) support medium composed of noncohesive soils and foam. Ph.D Thesis.
- Itasca. (2019), Particle Flow Code in 3 Dimensions (PFC3D) 6.0 documentation, Minneapolis: Itasca Consulting Group.
- Karmakar, S., and Kushwaha, R. L. (2007), "Development and laboratory evaluation of a rheometer for soil visco-plastic parameters", Journal of Terramechanics, Vol.44, No.2, pp. 197-204. https://doi.org/10.1016/j.jterra.2006.10.002
- Langmaack, L. (2000), "Advanced technology of soil conditioning in EPB shield tunnelling", proceedings of North American tunneling, 2000, pp.525-542.
- Lee, H., Shin, D., Kim, D. Y., Shin, Y. J. and Choi, H. (2019), "Study on EPB TBM performance by conducting lab-scaled excavation tests with different foam injection for artificial sand", Journal of Korean Tunnelling and Underground Space Association, Vol.21, No.4, pp.545-560. https://doi.org/10.9711/KTAJ.2019.21.4.545
- Maidl, U. (1995), Einsatzbereiche der Erddruckschilde durch Bodenkonditionierung mit Schaum, Ph.D Thesis, Institut fur Konstruktiven Ingenieurbau. (in german)
- Mechtcherine, V. and Shyshko, S. (2015), "Simulating the behaviour of fresh concrete with the Distinct Element Method-Deriving model parameters related to the yield stress", Cement and Concrete Composites, Vol.55, pp.81-90. https://doi.org/10.1016/j.cemconcomp.2014.08.004
- Messerklinger, S., Zumsteg, R. and Puzrin, A. M. (2011), "A new pressurized vane shear apparatus", Geotechnical Testing Journal, Vol.34, No.2, pp.112-121.
- Peila, D., Oggeri, C. and Borio, L, (2009), "Using the slump test to assess the behavior of conditioned soil for EPB tunneling", Environmental & Engineering Geoscience, Vol.15, No.3, pp.167-174. https://doi.org/10.2113/gseegeosci.15.3.167
- Peila, D., Picchio, A. and Chieregato, A. (2013), "Earth pressure balance tunnelling in rock masses: Laboratory feasibility study of the conditioning process", Tunnelling and Underground Space Technology, Vol.35, pp.55-66. https://doi.org/10.1016/j.tust.2012.11.006
- Qu, T., Wang, S. and Hu, Q. (2019), "Coupled discrete element-finite difference method for analysing effects of cohesionless soil conditioning on tunneling behaviour of EPB shield", KSCE Journal of Civil Engineering, Vol.23, No.10, pp.4538-4552. https://doi.org/10.1007/s12205-019-0473-8
- Vinai, R., Oggeri, C. and Peila, D. (2008), "Soil conditioning of sand for EPB applications: A laboratory research" Tunnelling and Underground Space Technology, Vol.23, No.3, pp.308-317. https://doi.org/10.1016/j.tust.2007.04.010
- Wu, L. and Qu, F. Z. (2009), "Discrete element simulation of mechanical characteristic of conditioned sands in earth pressure balance shield tunneling", Journal of Central South University of Technology, Vol.16, No.6, pp.1028. https://doi.org/10.1007/s11771-009-0170-8