共 25 条
- [1] Poulos H.G., Davis E.H., Pile Foundation Analysis And Design, pp. 336-353, (1980)
- [2] Li Y., Wei X., Liang Y., Yuan X., State-of-art of study on dynamic interaction of liquefiable soil-pile-cap structure, Journal of Earthquake Engineering and Engineering Vibration, 32, 3, pp. 180-186, (2012)
- [3] Bhattacharya S., Madabhushi S.P.G., A critical review of methods for pile design in seismically liquefiable soils, Bulletin of Earthquake Engineering, 6, 3, pp. 407-446, (2008)
- [4] Suresh R.D., Govindaraju L., Bhattacharya S., On the probable cause of the failure of kandla port customs office power during the 2001 Bhuj earthquake, The 14th World Conference on Earthquake Engineering, pp. 5249-5256, (2008)
- [5] Chen G., Jin D., Chang X., Li X., Zhou G., Review of soil liquefaction characteristics during major earthquakes in recent twenty years and liquefaction susceptibility criteria for soils, Rock and Soil Mechanics, 34, 10, pp. 2737-2795, (2013)
- [6] Abdoun T.H., Dobry R., Evaluation of pile foundation response to lateral spreading, Soil Dynamics and Earthquake Engineering, 22, 9-12, pp. 1051-1058, (2002)
- [7] Wang R., Zhang J., Zhang G., Analysis of failure of piled foundation due to lateral spreading in liquefied soils, Rock and Soil Mechanics, 32, 1, pp. 501-506, (2011)
- [8] Wang R., Zhang J., Zhang G., Centrifuge shaking table test on sigle pile in lateral spreading soil, Engineering Mechanics, 29, 10, pp. 98-105, (2012)
- [9] Bhattacharya S., Madabhushi S.P.G., Bolton M.D., An alternative mechanism of pile failure in liquefiable deposits during earthquakes, Geotechnique, 54, 3, pp. 203-213, (2004)
- [10] Bhattacharya S., Adhikari S., Alexander N.A., A simplified method for unified buckling and free vibration analysis of pile-supported structures in seismically liquefiable soils, Soil Dynamics and Earthquake Engineering, 29, 8, pp. 1220-1235, (2009)