Deformation analysis of shallow tunneling with unconsolidated soil using nonlinear numerical modeling |
Lee, Jae-Ho
(MecaGeotech Co., Ltd.)
Kim, Young-Su (Dept. of Civil Engineering. Kyungbook National University) Yoo, Ji-Hyeung (Dept. of Civil Engineering, Kyungil UniverSity) Jeong, Yun-Young (Tunnel Engineering DIV, Choungsuk Engineering Co., Ltd.) |
1 | Akutagawa, S., Otazawa, H. and Sakurai, S. (2006), "Numerical simulation of a large scale slope failure considering reduction of stiffiness and strength over time", Journal of the Society of Materials Science, Japan, Vol. 55, No. 5, pp. 515-522. DOI ScienceOn |
2 | Gioda, G. and Locatelli, L. (1999), "Back analysis of the measurements performed during the excavation of a shallow tunnel in sand, International Journal for Numerical and Analytical Methods in Geomechanics", Vol. 23, pp. 1407-1425. DOI ScienceOn |
3 | Schuller, H. and Schweiger, H. F. (2002), "Appplication of a Multilaminate Model to simulation of shear band formation in NATM-tunnelling", Computers and Geotechnics, 29, pp. 501-524. DOI ScienceOn |
4 | Wong, R.C.K. and Kaiser, P.K. (1991), "Performance assessment of tunnels in cohesionless soils", J. Geothech. Engng., ASCE, 117(12), pp. 1880-1901. DOI |
5 | Sterpi, D. and Sakurai, S. (1997), "Numerical analysis of laboratory tests on a model tunnel", In: Asaoka, Adachi and Oka editors, Proc.Deformation and Progressive Failure in Geomechanics, IS-Nagoya, pp. 211-216. |
6 | You, K.H., Park, Y.J. and Bae, G.J. (2000), "An Assessment of Safety Factor for Tunnels Excavationed in a Weak Rock layer", Tunnelling Technology, Vol. 2, No. 3, pp. 47-57. |
7 | Murayama, S. and Matsuoka, H. (1969), "On the settlement of granular media caused by the local yielding in the media", Proceedings of JSCE, 172, pp. 32-41. |
8 | Potts, D. (2002), "Guidelines for the use of advanced numerical analysis", European Commission, pp. 133-135. |
9 | Sakurai, Sand Akayuli, C.F.A. (1998), "Deformational analysis of geomaterials considering strain-induced damage", In;Cividini, A.(ed), Proc. 4th. Europ., pp. 729-738. |
10 | Sterpi, D. (1999), "An analysis of geotechnical problems involving strain softening", Int. J.Num. Analyt. Meth. Geomech., 23, pp. 1427-1454. DOI ScienceOn |
11 | Adachi, T., Tamura, T., Yashima, A. and Ueno, H. (1985), "Behavior and simulation of sandy ground tunnel", Proceedings of JSCE, No.358, III-3, pp. 129-136. |
12 | Cividini, A and Gioda, G. (1992), "A finite element analysis of direct shear tests on stiff clays", International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 16, pp. 869-886. DOI |
13 | Hansmire, W.H. and Cording, E.J. (1985), "Soil tunnel test section: Case history summary", J. Geotech. Eng. Div. Am. Soc. Civ. Eng., Ill, pp. 1301-1320. |
14 | Kim, C.Y, Hong, S.W., Kim, K.Y., Baek, S.H., Bae, G.J. and Schubert, W. (2005), "New guideline for geomechanical design/construction of conventional NATM tunnel", Tunnelling Technology, Vol. 7, No. 1, pp. 73-88. |
15 | Lee, Y.J. and Ryu, C.Y (2010), "Determination of K values from tunnel model tests in sandy ground", Tunnelling Technology, Vol. 12, No. 1, pp. 87-94. 과학기술학회마을 |