Atkinson, J. H. and Mair, R. J. (1981). “Soil mechanics aspects of soft ground tunnelling.” Ground Engineering, July, pp. 20-26.Atkinson, J. H. and Mair, R. J. (1981). “Soil mechanics aspects of soft ground tunnelling.” Ground Engineering, July, pp. 20-26.

Bulter, H. D. and Hoy, H. E. (1997). “User’s Manual for the Texas quick load method for foundation load testing.” FHWA-IP-77-8, Federal Highway Administration, office of Development, Washington, pp. 59.Bulter, H. D. and Hoy, H. E. (1997). “User’s Manual for the Texas quick load method for foundation load testing.” FHWA-IP-77-8, Federal Highway Administration, office of Development, Washington, pp. 59.

Chen, L. T., Poulos, H. G. and Loganathan, N. (1999). “Pile responses caused by tunnelling” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 3, pp. 207-215.10.1061/(ASCE)1090-0241(1999)125:3(207)Chen, L. T., Poulos, H. G. and Loganathan, N. (1999). “Pile responses caused by tunnelling” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 3, pp. 207-215.

Cheng, C. Y., Dasari, G. R., Chow, Y. K. and Leung, C. F. (2007). “Finite element analysis of tunnel-soil-pile interaction using dis-placement controlled model.” Tunnelling and Underground Space Technology, Vol. 22, No. 4, pp. 450-466.10.1016/j.tust.2006.08.002Cheng, C. Y., Dasari, G. R., Chow, Y. K. and Leung, C. F. (2007). “Finite element analysis of tunnel-soil-pile interaction using dis-placement controlled model.” Tunnelling and Underground Space Technology, Vol. 22, No. 4, pp. 450-466.

Loganathan, N. and Poulos, H. G. (1998). “Analytical prediction for tunneling-induced ground movement in clays” J. Geotech. Geoenciron. Eng., ASCE, Vol. 124, No. 9, pp. 846-856.10.1061/(ASCE)1090-0241(1998)124:9(846)Loganathan, N. and Poulos, H. G. (1998). “Analytical prediction for tunneling-induced ground movement in clays” J. Geotech. Geoenciron. Eng., ASCE, Vol. 124, No. 9, pp. 846-856.

Devriendt, M. and Williamson, M. (2011). “Validation of methods for assessing tunnelling-induced settlements on piles.” Ground Engineering, March, pp. 25-30.Devriendt, M. and Williamson, M. (2011). “Validation of methods for assessing tunnelling-induced settlements on piles.” Ground Engineering, March, pp. 25-30.

Loganathan, N., Poulos, H. G. and Xu, K. J. (2001). “Ground and pile-group responses due to tunnelling.” Soils and Foundation, Vol. 41, No. 1, pp. 56-57.10.3208/sandf.41.57Loganathan, N., Poulos, H. G. and Xu, K. J. (2001). “Ground and pile-group responses due to tunnelling.” Soils and Foundation, Vol. 41, No. 1, pp. 56-57.

Huang, M., Zhang, C. and Li, Z. (2009). “A simplified analysis method for the influence of tunnelling on grouped piles.” Tunnelling and Underground Space Technology, Vol. 24, No. 4, pp. 410-422.10.1016/j.tust.2008.11.005Huang, M., Zhang, C. and Li, Z. (2009). “A simplified analysis method for the influence of tunnelling on grouped piles.” Tunnelling and Underground Space Technology, Vol. 24, No. 4, pp. 410-422.

Kaalberg, F. J., Lengkeek, H. J. and Teunissen, E. A. H. (1999). Evaluatie van de meetresultaten van het proefpalenprojek ter plaatse van de tweede heinenoordtunnel. Technical Report R981382, Adviesbureau Noord/Zuidlijn, Amsterdam.Kaalberg, F. J., Lengkeek, H. J. and Teunissen, E. A. H. (1999). Evaluatie van de meetresultaten van het proefpalenprojek ter plaatse van de tweede heinenoordtunnel. Technical Report R981382, Adviesbureau Noord/Zuidlijn, Amsterdam.

Kim, Y. S., Ko, H. W., Kim, J. H. and Lee, J. G. (2012). “Dynamic deformation characteristics of joomunjin standard sand using cyclic triaxial test.” Journal of the Korean Geotechnical Society, Vol. 28, No. 12, pp. 53-64 (in Korean).10.7843/kgs.2012.28.12.53Kim, Y. S., Ko, H. W., Kim, J. H. and Lee, J. G. (2012). “Dynamic deformation characteristics of joomunjin standard sand using cyclic triaxial test.” Journal of the Korean Geotechnical Society, Vol. 28, No. 12, pp. 53-64 (in Korean).

Kityodom, P., Matsumoto, T. and Kawaguchi, K. (2005). “A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling.” int. J. Numer, Anal. Meth. Geomech, Vol. 29, No. 15, pp. 1485-1507.10.1002/nag.469Kityodom, P., Matsumoto, T. and Kawaguchi, K. (2005). “A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling.” int. J. Numer, Anal. Meth. Geomech, Vol. 29, No. 15, pp. 1485-1507.

Lee, C. J. and Jacobsz, S. W. (2006). “The influence of tunnelling on adjacent piled foundations.” Tunnelling and Underground on Space Technology, Vol. 21, No. 3, pp. 430.10.1016/j.tust.2005.12.072Lee, C. J. and Jacobsz, S. W. (2006). “The influence of tunnelling on adjacent piled foundations.” Tunnelling and Underground on Space Technology, Vol. 21, No. 3, pp. 430.

Lee, C. J. (2012). “Numerical analysis of the interface shear transfer mechanism of a single pile to tunnelling in weathered residual soil.” Comput. Geotech, Vol. 42, May, pp. 193-203.10.1016/j.compgeo.2012.01.009Lee, C. J. (2012). “Numerical analysis of the interface shear transfer mechanism of a single pile to tunnelling in weathered residual soil.” Comput. Geotech, Vol. 42, May, pp. 193-203.

Lee, S. W., Choy, C. K. M., Cheang, W. W. L., Swolfs, W. and Brinkgreve, R. (2010). “Modelling of tunnelling beneath a building supported by friction bored piles.” The 17th Southeast Asian Geotechnical Conference, pp. 215-218.Lee, S. W., Choy, C. K. M., Cheang, W. W. L., Swolfs, W. and Brinkgreve, R. (2010). “Modelling of tunnelling beneath a building supported by friction bored piles.” The 17th Southeast Asian Geotechnical Conference, pp. 215-218.

Lee, Y. J. (2004). Tunnelling adjacent to a row of loaded piles, Ph.D. Dissertation, University Colleage London, London, United Kingdom.Lee, Y. J. (2004). Tunnelling adjacent to a row of loaded piles, Ph.D. Dissertation, University Colleage London, London, United Kingdom.

Pang, C. H. (2006). The effects of tunnel construction on nearby pile foundation, Ph.D. Dissertation, The National University of Singapore, Singapore.Pang, C. H. (2006). The effects of tunnel construction on nearby pile foundation, Ph.D. Dissertation, The National University of Singapore, Singapore.

Selemetas, D. (2005). The response of full-scale piles and piled structures to tunnelling, Ph.D. Dissertation, University of Cambridge, United Kingdom.Selemetas, D. (2005). The response of full-scale piles and piled structures to tunnelling, Ph.D. Dissertation, University of Cambridge, United Kingdom.