1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 8.3 8.4 8.5 8.6 8.7 8.8 8.9 8.10 8.11 8.12 8.13 8.14 8.15 8.16 8.17 8.18 8.19 8.20 8.21 8.22 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 X1 243.82 243.85 243.80 243.77 243.75 243.87 243.82 243.83 243.80 243.79 243.85 243.72 243.78 243.82 24
2-D analysis of circular tunnel against earthquake loading Mohammad C. Pakbaz a, * , Akbar Yareevand b a Department of Civil Engineering, Shahid Chamran University, Ahwaz, Iran b Department of Civil Engineering, Khuramabad University, Khuramabad, Iran Received 12 February 2004; received in revised form 24 January 2005; accepted 30 January 2005 Available online 14 March 2005 Abstract The use of und
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