Analysis of Piles in Liquefying Soils by the Pseudo-Static Approach

Author:

Cubrinovski M.,Haskell Jennifer J. M.,Bradley Brendon A.

Publisher

Springer Netherlands

Reference23 articles.

1. Boulanger R, Chang D, Brandenberg S, Armstrong R (2007) Seismic design of pile foundations for liquefaction effects. In: Pitilakis K (ed) Proceedings of the 4th international conference on Earthquake Geotechnical Engineering-invited lectures, pp 277–302

2. Broms B (1964) Lateral resistance of piles in cohesionless soils. ASCE J Soil Mech Found Eng 90(SM3):123–156

3. Cubrinovski M, Bradley BA (2009) Evaluation of seismic performance of geotechnical structures. In: Kokusho T, Tsukamoto Y, Yoshimine M (eds) Performance-based design in earthquake geotechnical engineering. Taylor & Francis Group, Boca Raton, pp 121–136

4. Cubrinovski M, Ishihara K (2004) Simplified method for analysis of piles undergoing lateral spreading in liquefied soils. Soils Found 44(25):119–133

5. Cubrinovski M, Ishihara K (2007) Simplified analysis of piles subjected to lateral spreading: parameters and uncertainties. In: Pitilakis K (ed) Proceedings of the 4th international conference on Earthquake Geotechnical Engineering-invited lectures, Paper 1385, pp 1–12

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Liquefaction: Countermeasures to Mitigate Risk;Encyclopedia of Earthquake Engineering;2015

2. Liquefaction: Countermeasures to Mitigate Risk;Encyclopedia of Earthquake Engineering;2015

3. Liquefaction: Countermeasures to Mitigate Risk;Encyclopedia of Earthquake Engineering;2014

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