Pile foundation in alternate layered liquefiable and non-liquefiable soil deposits subjected to earthquake loading
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11803-024-2241-0.pdf
Reference66 articles.
1. Abdoun T, Dobry R, O’Rourke TD and Goh SH (2003), “Pile Response to Lateral Spreads: Centrifuge Modelling,” Journal of Geotechnical and Geoenvironmental engineering, 129(10): 869–878. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:10(869)
2. API RP 2A-WSD;API,2005
3. Ashford SA and Juirnarongrit T (2002), “Response of Single Piles and Pipelines in Liquefaction-Induced Lateral Spreads Using Controlled Blasting,” Earthquake Engineering and Engineering Vibration, 1: 181–193. https://doi.org/10.1007/s11803-002-0064-3
4. Berrill J and Yasuda S (2002), “Liquefaction and Piled Foundations: Some Issues,” Journal of Earthquake Engineering, 6(S1): 1–41. https://doi.org/10.1080/13632460209350431
5. Doctoral Dissertation;S Bhattacharya,2003
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