Seismic behaviour of shallow cut-and-cover tunnels
Author:
Affiliation:
1. Schofield Centre, Department of Engineering, University of Cambridge
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/60/10_v10.P2-23/_pdf
Reference23 articles.
1. 1) Adalier, K., Abdoun, T., Dobry, R., Phillips, R., Yang, D., & Naesgaard, E. (2003). Centrifuge modelling for seismic retrofit design of an immersed tube tunnel. International journal of physical modelling in geotechnics, 3(2), 23-35.2)
2. 2) Boulanger, R.W. & Idriss, I.M. (2007). Evaluation of cyclic softening in silts and clays. Journal of Geotechnical and Geoenvironmental Engineering, 133(6), 641-652. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:6(641)
3. 3) Bray, J.D. & Sancio, R.B. (2006). Assessment of the liquefaction susceptibility of fine-grained soils. Journal of Geotechnical and Geoenvironmental Engineering, 132 (9), 1165-1177.
4. 4) Chian, S. C., Tokimatsu, K., & Madabhushi, S.P.G. (2014). Soil liquefaction–induced uplift of underground structures: physical and numerical modelling. Journal of Geotechnical and Geoenvironmental Engineering, 140(10), 1–18.
5. 5) Chian, S.C. & Madabhushi, S.P.G. (2012). Effect of buried depth and diameter on uplift of underground structures in liquefied soils. Soil Dynamics and Earthquake Engineering, 41, 181-190
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