[1]. Sharghi, M., Chakeri, H., & Ozcelik, Y. (2017). Investigation into the effects of two component grout properties on surface settlements. Tunnelling and Underground Space Technology, 63, 205-216.
[2]. André, L., Bacquié, C., Comin, G., Ploton, R., Achard, D., Frouin, L., & Cyr, M. (2022). Improvement of two-component grouts by the use of ground granulated blast furnace slag. Tunnelling and Underground Space Technology, 122, 104369.
[3]. Song, W., Zhu, Z., Pu, S. h., Wan, Y., Huo, W., & Peng, Y. (2022). Preparation and engineering properties of alkali-activated filling grouts for shield tunnel. Construction and Building Materials, 314, 125620.
[4]. Bezuijen, A., & Talmon, A. M. (2008). Processes around a TBM. Geotechnical Aspects of Underground Construction in Soft Ground, Shanghai, China, 1–11.
[5]. Dias, T. G. S., & Bezuijen, A. (2015). TBM Pressure Models - Observations, Theory and Practice. 15th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Buenos Aires, Argentina, 347–374.
[6]. Zheng, G., Zhang, T., & Diao, Y. (2015). Mechanism and countermeasures of preceding tunnel distortion induced by succeeding EPBS tunnelling in close proximity. Computers and Geotechnics, 66 (5), 53–65.
[7]. Ding, W., Duan, C., Zhu, Y., Zhao, T., Huang, D., & Li, P. (2019). The behavior of synchronous grouting in a quasi-rectangular shield tunnel based on a large visualized model test. Tunnelling and Underground Space Technology, 83, 409–424.
[8]. He, S., Lai, J., Wang, L., & Wang, K. (2020). A literature review on properties and applications of grouts for shield tunnel. Construction and Building Materials, 239, 117782.
[9]. Mao, J. H., Yuan, D. J., Jin, D. L., & Zeng, J. F. (2020). Optimization and application of backfill grouting material for submarine tunnel. Construction and Building Materials, 265, 120281.
[10]. Oreste, P., Sebastiani, D., Spagnoli, G., & Lillis., A. (2021). Analysis of the behavior of the two-component grout around a tunnel segmental lining on the basis of experimental results and analytical approaches. Transportation Geotechnics, 29, 100570.
[11]. Anagnostopoulos, C. A. (2005). Laboratory study of an injected granular soil with polymer grouts. Tunnelling and Underground Space Technology, 20 (6), 525-533.
[12]. Flores, A. Q. (2015). Physical and mechanical behavior of a two-component cement-based grout for mechanized tunneling application. MSc Thesis, Universidad Federal do Rio de Janeiro, Brazil.
[13]. Todaro, C., Peila, L., Luciani, A., Carigi, A., Martinelli, D., & Boscaro, A. (2019). Two component backfilling in shield tunneling: laboratory procedure and results of a test campaign. In Proceedings of the WTC 2019 ITA-AITES World Tunnel Congress (WTC 2019), Naples, Italy.
[14]. Sharghi, Mohammad, Chakeri, H., Afshin, H., & Ozcelik, Y. (2018). An experimental study of the performance of two-component backfilling grout used behind the segmental lining of a tunnel-boring machine. Journal of Testing and Evaluation, 46 (5), 2083-2099.
[15]. Todaro, C., Carigi, A., Martinelli, D., & Peila, D. (2021). Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling. Case Studies in Construction Materials, 15, e00689.
[16]. Oggeri, C., Oreste, P., & Spagnoli, G. (2021). The influence of the two-component grout on the behaviour of a segmental lining in tunnelling. Tunnelling and Underground Space Technology, 109, 103750.
[17]. Rahmati, S., Chakeri, H., Sharghi, M., & Dias, D. (2022). Experimental study of the mechanical properties of two-component backfilling grout. Proceedings of the Institution of Civil Engineers-Ground Improvement,175 (4), 277–289.
[18]. Fu, J., Haeri, H., Sarfarazi, V., Mehri, M., Asgari, K., & Fatehi Marji, M. (2022). Effects of transversely isotropic layers on failure mechanism of non-homogeny concrete-soil specimens. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 8, 163.
[19]. Sarfarazi, V., Tabaroei, A., & Asgari, K. (2022). Discrete element modeling of strip footing on geogrid-reinforced soil. Geomechanics and Engineering, 29, 435–449.
[20]. Fu, J., Safaei, M. R., Haeri, H., Sarfarazi, V., Fatehi Marji, M., Xu, L., & Arefnia, A. (2022). Experimental investigation on deformation behavior of circular underground opening in hard soil using a 3D physical model. Journal of Mining and Environment, 13, 727-749.
[21]. Liu, W., Liang, J., & Xu, T. (2023). Tunnelling-induced ground deformation subjected to the behavior of tail grouting materials. Tunnelling and Underground Space Technology, 140, 105253.
[22]. Barri, F., Chakeri, H., Haghkish, H., & Manafi, M. (2024). Investigation of the Feasibility of Increasing the Tail-grouting Zone during Mechanized Tunneling in Sandy Soils. Periodica Polytechnica Civil Engineering, 68 (2).
[23]. Ghobadi, M.H., Firuzi, M., & Asghari, E. (2016). Relationships between geological formations and ground water chemistry and their effects on concrete lining of tunnels (case study: Tabriz metro line 2). Environmental Earth Science, 75, 2–14.
[24]. Kutzner, Ch. (1996). Grouting of rock and soil. CRC Press, London.
[25]. American Society for Testing and Materials. (1999). Standard test method for expansion and bleeding of freshly mixed grouts for preplaced-aggregate concrete in the laboratory (ASTM C940).
[26]. American Society for Testing and Materials. (2004). Standard test method for marsh funnel viscosity of clay construction slurries (ASTM D6910).
[27]. American Society for Testing and Materials. (2008). Standard test method for compressive strength of hydraulic cement mortars (ASTM C109).
[28]. American Society for Testing and Materials. (2011). Standard test method for direct shear test of soils under consolidated drained conditions (ASTM D3080).