Abdoli Fazel, A., Emami Tabrizi, M., & Afshin, H., 2015. Physical modeling of settlement in sandy soil due to mechanized tunneling. Tunneling & Underground Space Engineering (TUSE) 69-84.
Bai, Z., & Wu, S. C. (2012). Calculation method of surrounding rock pressure for shallow and unsymmetrical tunnel under deep valley terrain. Advanced Materials Research, 170-173, 1382-1387.
Boonsiri, I., & Takemura, J. (2015). A Centrifuge Model Study on Pile Group Response to Adjacent Tunnelling in Sand. Japan Society of Civil Engineers, 3, 1-18.
Dargahi, M., 2010, Study of the Effect of Plastic Fines on the Anisotropic Behavior of Saturated Sands under Undrained Loading Condition, Bachelor Thesis, University of Tehran, College of Engineering.
Gharehdash, S., Barzegar, M., 2013. Numerical Analysis of the Effect of Tunnel- Building Interaction on Surface Settlement. Tunneling & Underground Space Engineering (TUSE) 49-64.
Hossaini, S.M.F., Shaban, M., Talebinezhad, A., )2010(. Effect of space between twin tunnel faces on the surface settlement. International Mining Congress and Expo, Tehran.
Katoh, Y., Miyake, M., & Wada, M. (1998). Ground deformation around shield tunnel. Paper presented at the Proceedings of the International Conference on Centrifuge Modelling (Centrifuge’98).
Khosravi, M., Pipatpongsa, T., & Takemura, J. (2013). Experimental analysis of earth pressure against rigid retaining walls under translation mode. Geotechnique, 63(12), 1020.
Kirsch, A. (2010). Experimental investigation of the face stability of shallow tunnels in sand. Acta Geotechnica, 5(1), 43-62.
Kutter, B. (1994). Collapse of cavities in sand and particle size effects. Proceedings of Centrifuge 94, 809-815.
Lei, M., Peng, L., & Shi, C. (2015). Model test to investigate the failure mechanisms and lining stress characteristics of shallow buried tunnels under unsymmetrical loading. Tunnelling and Underground Space Technology, 46, 64-75. doi:http://dx.doi.org/10.1016/j.tust.2014.11.003
Marshall, A., Farrell, R., Klar, A., & Mair, R. (2012). Tunnels in sands: the effect of size, depth and volume loss on greenfield displacements. Geotechnique, 62(5), 385.
Moussaei, N., Khosravi, M. H., Hosseini, M. F., Alerasoul, S. F., 2016. Numerical study of the influence of depth, Gap parameter and in situ stresses on the surface settlements. 6th Iran Rock Mechanics Conference (IRMC)
Moussaei, N., Khosravi, M. H., & Hossaini, M. F. (2019). Physical modeling of tunnel induced displacement in sandy grounds. Tunnelling and Underground Space Technology, 90, 19-27.
Moussaei, N., Sharifzadeh, M., Sahriar, K., & Khosravi, M. H. (2019). A new classification of failure mechanisms at tunnels in stratified rock masses through physical and numerical modeling. Tunnelling and Underground Space Technology, 91, 103017.
Pan, H. K., Zhang, Y. G., & Hu, J. C. (2011). The mechanics analysis and feedback design for shallow multi-arch tunnel under unsymmetrical pressure. Advanced Materials Research, 261-263, 1114-1118.
Rahman Nezhad, R., Esfandiari, M., Namazi, A., Jamshidi, H., 2013. Numerical Analysis of Longitudinal and Transverse Surface Settlement Induced by EPB Tunneling- A Case Study: Shiraz Subway Tunnels, Tunneling & Underground Space Engineering (TUSE), 88-100
Yang, X. L., & Wang, J. M. (2008). Stress dilatancy analysis of shallow tunnels subjected to unsymmetrical pressure. Central South University of Technology, 15, 28-33.
Zuo, C. Q., Chen, J. P., & Liu, H. (2011). Load calculation method of tunnels with shallow buried depth and unsymmetrical pressure in regions of weak fissured surrounding rock. Advanced Materials Research, 243-249, 3364-3369.
)