Effect of stress disturbance induced by construction on the seismic response of shallow bored tunnels

Computers and Geotechnics - Tập 49 - Trang 338-351 - 2013
Rui Carrilho Gomes1
1Civil Engineering and Architectural Dept., Technical Univ. of Lisbon, IST, Av. Rovisco Pais 1, 1049-001 Lisbon, Portugal

Tài liệu tham khảo

Iida, 1996, Damage to Dakai subway station, Spec Issue Soils Found, 283, 10.3208/sandf.36.Special_283 Wang, 2001, Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi earthquake, Tunnell Undergr Space Technol, 16, 133, 10.1016/S0886-7798(01)00047-5 O’Rourke TD, Goh SH, Menkiti CO, Mair RJ. Highway tunnel performance during the 1999 Duzce earthquake. In: Proceedings of the fifteenth international conference on soil mechanics and geotechnical engineering, Istanbul, Turkey; 2001. Panet, 1995 Karakus, 2007, Appraising the methods accounting for 3D tunnelling effects in 2D plane-strain FE analysis, Tunnell Undergr Space Technol, 22, 47, 10.1016/j.tust.2006.01.004 Moller, 2008, On numerical simulation of tunnel installation, Tunnell Undergr Space Technol, 23, 461, 10.1016/j.tust.2007.08.004 Kontoe, 2008, Case study on seismic tunnel response, Can Geotech J, 45, 1743, 10.1139/T08-087 Corigliano, 2011, Seismic analysis of deep tunnels in near fault conditions: a case study in Southern Italy, Bull Earthq Eng, 9, 975, 10.1007/s10518-011-9249-3 Liu, 2005, Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations, Comput Geotech, 32, 223, 10.1016/j.compgeo.2005.02.002 Hashash, 2001, Seismic design and analysis of underground structures, Tunnell Undergr Space Technol, 16, 247, 10.1016/S0886-7798(01)00051-7 Wang J-N. Seismic design of tunnels. A simple state-of-the-art design approach. William Barclay Parsons fellowship, Parsons Brinckerhoff monograph 7; 1993. Schnabel PB, Lysmer J, Seed HB. SHAKE: a computer program for earthquake response analysis of horizontally-layered sites. Report no. EERC-72/12. Earthquake Engineering Research Center, University of California at Berkeley; 1972. Itasca Consulting Group Inc. FLAC 3D, fast Lagrangian analysis of continua; 1995. Lysmer J, Udaka T, Tsai CF, Seed HB. Flush: a computer program for approximate 3-D analysis of soil-structure interaction problems. Report no. EERC 75-30. Earthquake Engineering Research Center; 1975. Aubry, 1996 Humbert, 2005, CESAR-LCPC: a computation software package dedicated to civil engineering uses, Bull Laboratoir Ponts Chaussées, 256–257, 7 Aubry D, Hujeux J-C, Lassoudire F, Meimon Y. A double memory model with multiple mechanisms for cyclic soil behaviour. In: Int symp numerical models in geomechanics, Balkema; 1982. p. 3–13. Hujeux J-C. Une loi de comportement pour le chargement cyclique des sols. In: Davidovici, V., editor. Génie parasismique. France: Presses ENPC; 1985. p. 278–302. Santos JA, Gomes Correia A, Modaressi A, Lopez-Caballero F, Gomes RC. Validation of an elastoplastic model to predict secant shear modulus of natural soils by experimental results. In: 3rd Int symp deformation characteristics of geomaterials, Lyon; 2003. p. 1057–62. Costa D’Aguiar S, Lopez-Caballero F, Modaressi A, Santos J. Influence of the soil behaviour in the bearing capacity and load settlement response of a single pile. In: ELU-ULS 2006 int symp on ultimate limite states of geotechnical structures, vol. 1; 2006. p. 281–90. Sica, 2008, Influence of past loading history on the seismic response of earth dams, Comput Geotech, 35, 61, 10.1016/j.compgeo.2007.03.004 Pitilakis, 2008, Numerical simulation of dynamic soil-structure interaction in shaking table testing, Soil Dynam Earthq Eng, 28, 453, 10.1016/j.soildyn.2007.07.011 Luong, 1980, Phénomènes cycliques dans les sols pulvérulents, Rev Française Géotechn, 10, 39 Ishihara, 1996 Yamashita S, Kohata Y, Kawaguchi T, Shibuya S. International Round-Robin test organized by TC-29. In: Tatsuoka, Shibuya, Kuwano, editors. Advances laboratory stress–strain testing of geomaterials. Swets & Zeitlinger Publishers; 2001. Iwasaki, 1978, Shear moduli of sands under cyclic torsional shear loading, Soils Found, 18, 39, 10.3208/sandf1972.18.39 Hajal T. Modélisation élastoplastique des sols par une loi multimécanismes. PhD thesis, École Centrale de Paris France; 1984. Gomes RC. Numerical modelling of the seismic response of the ground and circular tunnels. PhD thesis, Instituto Superior Técnico, Technical University of Lisbon; 2009 [in Portuguese]. Tatsuoka, 1978, Hysteretic damping of sands under cyclic loading and its relation to shear modulus, Soils Found, 18, 25, 10.3208/sandf1972.18.2_25 Modaressi, 1994, Paraxial approximation for poroelastic media, Soil Dynam Earthq Eng, 13, 117, 10.1016/0267-7261(94)90004-3 Engquist, 1977, Absorbing boundary conditions for the numerical simulation of waves, Math Comput, 31, 629, 10.1090/S0025-5718-1977-0436612-4 Kuhlemeyer, 1973, Finite element method accuracy for wave propagation problems, J Soil Mech Found Div ASCE, 99, 421, 10.1061/JSFEAQ.0001885 Eurocode 2. Design of concrete structures. General rules and rules for buildings. EN 1992-1, CEN; 2004. Portuguese Annex to Eurocode 8. Design of structures for earthquake resistance. Part 1: general rules, seismic actions and rules for buildings. NP EN 1998-1, CEN; 2010. Ambraseys N, Smit P, Berardi R, Rinaldis D, Cotton F, Berge C Dissemination of European strong-motion data. CD-ROM collection. European Council, Environment Programme; 2000. Gomes RC. Seismic behaviour of tunnels under seismic loading. MSc thesis, Instituto Superior Técnico, Technical University of Lisbon; 2000 [in Portuguese]. Katona, 1985, A unified set of single step algorithms. Part 3: the Beta-m method, a generalization of the Newmark scheme, Int J Numer Methods Eng, 21, 1345, 10.1002/nme.1620210713