Investigation of foam characteristics and its effect on shear strength of granular and mixed soils (Case study of Tabriz Metro)

Assadoulahi M, Moomivand H, “A critical analysis of the effect of earth pressure balance (EPB) on displacements of tunnel face by numerical modeling (Case study of Abuzar water transitional tunnel)”, Journal of Civil and Environmental Engineering, 2021, 50 (4), 83-94. https://doi.org/10.22034/jcee.2020.21903.1540

Bakhshandeh H, Zamzam MS, Mousavi SE, Tarighazali S, “Selection of the Most Appropriate Soil Conditioning Set in Mechanized Boring of Tehran Subway Line 7 Tunnel”, Tunneling and Underground Engineering, 2013, 2 (2), 145-154. https://doi.org/10.22044/tuse.2014.256

Ball RPA, Young DY, Isaacson J, Champa J, Gause C, “Research in soil conditioning for EPB tunneling through difficult soils”, In: Almeraris G, Mariucci B, (Eds.), Rapid Excavation and Tunneling Conference (RETC), Las Vegas, USA, 320-333, 2009.

EFNARC ed., “Specification and guidelines for the use of specialist products for mechanized tunneling (TBM) in soft ground and hard rock”, 2005.

Hajialilue-Bonab M, Sabetamal H, Bezuijen A, “Experimental study on foamed sandy soil for EPBM tunnelling”, Advances in Railway Engineering, 2014, 2 (1), 27-40.

Hasanpour J, Farajpour M, Hamzeh N, “Quantitative study of the effect of using anti-abrasion foams on the abrasion of geological materials in tunnel boring machine excavation”, 9^th Conference of the Iranian Association of Engineering Geology and the Environment, Tehran, Iran, September 2016.

Jancsecz S, Krause R, Langmaack L, “Advantage of soil conditioning in shield tunnelling- experiences of lrts Izmir”, In T. Alten (Ed.), Challenges for the 21^st Century: Proceedings of the World Tunnel Congress '99. Rotterdam: A. A. Balkema. 1999.

Katebi H, Rezaei AH, Hajialilue-Bonab M, Tarifard A, “Assessment the influence of ground stratification, tunnel and surface buildings specification on shield tunnel lining loads (by FEM)”, Tunnelling and Underground Space Technology, 2015, 49, 67-78. https://doi.org/10.1016/j.tust.2015.04.004

Maidl B, Herrenknecht M, Maidl U, Wehrmeyer G, “Mechanised shield tunnelling”, Wilhelm Ernst & Sohn, Berlin, Germany, 2012. https://doi.org/10.1002/9783433601051

Mostafaei M, Rezaei AH, Rastegarnia A, “Assessment of the impact of case parameters affecting abrasion and brittleness factors in alluviums of line 2 of the Tabriz subway, Iran”, Bulletin of Engineering Geology and the Environment, 2019, 78 (5), 3851-3861. https://doi.org/10.1007/s10064-018-1350-2

Peila D, Oggeri C, Vinai R, “Screw conveyor device for laboratory tests on conditioned soil for epb tunneling operations”, Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133 (12), 1622-1625. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:12(1622)

Plötze M, Puzrin A, Zumsteg R, “Reduction of the clogging potential of clays: New chemical applications and novel quantification approaches”, Géotechnique, 2013, 63 (4), 276-286. https://doi.org/10.1680/geot.SIP13.P.005

Poormand S, Chakeri H, Hajialilue-Bonab M, Rajaei MM, “Soil conditioning using additives (foam, polymer) in mechanized excavation (case study of Tabriz Metro Line 2)”, 12^th Iranian & 3rd Regional Tunnelling Conference, Tehran, Iran, November 2017.

Rezaei AH, Babaei S, “The soil parameters effects on the optimum face pressure of mechanized tunnels in cohesive soils”, Journal of Civil and Environmental Engineering, 2017, 47 (3), 33-45. https://doi.org/10.22034/ceej.2020.7656

Rezaei AH, Shirzehhagh M, Baghban Golpasand MR, “EPB tunneling in cohesionless soils: A study on Tabriz Metro settlements”, Geomechanics Engineering, 2019, 19 (2), 153-165. https://doi.org/10.12989/gae.2019.19.2.153

Rezaei AH, Shirzehhagh M, “Determination of face pressure in epb tunneling applying empirical, analytical and numerical methods (Case study: Tabriz underground railway)”, Journal of Civil and Environmental Engineering, 2020, 49 (4), 21-32. https://doi.org/10.22034/ceej.2020.7656

Tarighazali S, Gafouri M, Lashkaripour G, Hasanpour J, “Influence of fine grains on decreasing slump value and workability during soil conditioning with foam for EPB-TBM tunneling”, Tunneling and Underground Engineering, 2014, 3 (2), 145-159. https://doi.org/10.22044/tuse.2015.379

Thewes M, Budach C, “Soil conditioning with foam during EPB tunneling”, Geomechanik und Tunnelbau, 2010, 3 (3), 256-267. https://doi.org/10.1002/geot.201000023

Vinai R, Oggeri C, Peila D, “Soil conditioning of sand for EPB applications: laboratory research”, Tunnelling and Underground Space Technology, 2008, 23 (3), 308-317. https://doi.org/10.1016/j.tust.2007.04.010

Zhou X, Yang Y, “Effect of foam parameters on cohesionless soil permeability and its application to prevent the water spewing”, Applied Sciences, 2020, 10 (5), 1787. https://doi.org/10.3390/app10051787