Highway embankment fragility behaviour subjected to liquefaction-induced settlement
Author:
Affiliation:
1. IIT Kanpur
2. Indian Institute of Technology, Roorkee
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/33/10_v10.OS-22-05/_pdf
Reference23 articles.
1. 1) Adalier, K. (1996): Mitigation of Earthquake induced Liquefaction Hazards. Doctor of Philosophy thesis, Rensselaer Polytechnic Institute, Troy, New York.
2. 2) Argyroudis, S. and Kaynia, A.M. (2015): Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq. Eng. Struct. Dyn. 44, 1863–1879. https://doi.org/10.1002/eqe.2563.
3. 3) Argyroudis, S., Kaynia, A.M. and Pitilakis, K. (2013): Development of fragility functions for geotechnical constructions: Application to cantilever retaining walls, Soil Dynamics and Earthquake Engineering 50: 106–116.
4. 4) Beaty, M., Byrne P.M. (1998): An Effective Stress Model for Predicting Liquefaction Behavior of Sand, Geotechnical Earthquake Engineering and Soil Dynamics III, ASCE. Vol. 1, pp766 - 777.
5. 5) Bhatnagar, S., Kumari, S. and Sawant, V.A. (2016): Numerical analysis of earth embankment resting on liquefiable soil and remedial measures, International Journal of Geomechanics 16(1), 04015029-1 to 13.
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