Performance of Stone Columns in Multi-Layered Soils Under the Action of Seismic Loads
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-37256-8_17
Reference18 articles.
1. Adalier K, Aydingun O (2003) Numerical analysis of seismically induced liquefaction in earth embankment foundations. Part II. Appl Remedial Meas Can Geotech J 40(4):766–779
2. Badanagki M, Dashti S, Kirkwood P (2018) Influence of dense granular columns on the performance of level and gently sloping liquefiable sites. J Geotech Geoenvironmental Eng 144(9):1–14
3. Baez JI, Martin GR (1992) Quantitative evaluation of stone column techniques for earthquake liquefaction mitigation. In: Proceedings of 10th world conference on earthquake engineering. Madrid, Spain
4. Brennan AJ, Madabhushi SPG (2006) Liquefaction remediation by vertical drains with varying penetration depths. Soil Dyn Earthq Eng 26:469–475
5. Dinesh N, Banerjee S, Rajagopal K (2021) Numerical analysis of shallow foundations resting on Granular Columns embedded into the liquefiable deposit. J Earthq Tsunami 15(3)
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