Moorak, S., & Cording, E. J. (2007). Ground–liner interaction in rock tunneling. Tunnelling and underground space technology, 22(1). DOI:10.1016/j.tust.2006.03.002.
Kim, H. J., & Eisenstein, Z. (2006). Prediction of tunnel lining loads using correction factors. Engineering geology, 85(3), 302-312. DOI:10.1016/j.enggeo.2006.03.001.
Craig, R. N., & Muirwood, A. M. (1978). A review of tunnel lining practice in the United Kingdom. Wokingham: Tunnels Division, Transport and Road Research Laboratory. ISSN 0305-1315.
O’Rourke, T. D. (1984). Guidelines for tunnel lining design. New York: American Society of Civil Engineers. ISBN-10: 0872624021.
Duddeck , H., & Erdmann , J. (1985). Structural design models for tunnels. underground space, 246-259.
Negro Jr., A. (1988). Design of shallow tunnels in soft ground. Ph.D. thesis, Department of Civil Engineering, University of Alberta, Edmonton, Canada, p. 1480.
Whittaker, B. N., & Frith, R. C. (1990). Tunnelling: design, stability and construction. Instn. of Mining & Metallurgy. ISBN-10: 187070620X.
Kim, H. J., & Eisenstein, Z. (1998). Prediction of lining loads from case histories. International Tunnelling Association. 98, pp. 299-304. Sao Paulo; Brazil : Balkema .
Carranza-Torres, C., Rysdahl, B., & Kasim, M. (2013). On the elastic analysis of a circular lined tunnel considering the delayed installation of the support. International Journal of Rock Mechanics and Mining Sciences, 61, 57-85. DOI:10.1016/j.ijrmms.2013.01.010.
Muirwood, A. M. (1975). The circular tunnel in elastic ground. Geotechnique, 25(1), 115-127, DOI: 10.1680/geot.1975.25.1.115.
Palassi, M., & Mohebbi, M. M. (2008). Design of Lining of Tunnels Excavated in Soil and Soft Rock. Electronic Journal of Geotechnical Engineering, 12.
Einstein, H. H., & Schwartz, C. W. (1979). Simplified analysis for tunnel supports. Geotechnical and Geoenvironmental Engineering, 105, 499-518.
Carranza-Torres, C., & Diederichs, M. (2009). Mechanical analysis of circular liners with particular reference to composite supports. For example, liners consisting of shotcrete and steel sets. Tunnelling and Underground Space Technology, 24(5), 506-532. DOI:10.1016/j.tust.2009.02.001.
Itasca consulting Group, Inc. “Fast Lagrangian Analysis of Couninua in 3 Dimension”, Users manual.
CSI, Inc.; “Sap2000 Version 14”.