Development of a simplified method for the assessment of liquefaction mitigation via vertical gravel drains
Author:
Affiliation:
1. Università di Roma Niccolò Cusano
2. Sapienza Università di Roma
3. Università degli Studi di Roma Tor Vergata
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/57/10_v10.OS-46-03/_pdf
Reference20 articles.
1. 1) Benz, T., Vermeer, T. A. and Schwab, R. (2009): A small-strain overlay model, International Journal for Numerical and Analytical Methods in Geomechanics, 33(1), 25-44.
2. 2) Boccieri, G., Gaudio, D. and Conti, R. (2022): A simplified method for the estimation of earthquake-induced pore pressure, Geotechnical Engineering for the Preservation of Monuments and Historic Sites III. CRC Press, 812-822. DOI: 10.1201/9781003308867-62.
3. 3) Boccieri, G., Gaudio, D. and Conti, R. (2023): A 1D Simplified Approach for Liquefaction Potential Evaluation of Soil Deposits, In National Conference of the Researchers of Geotechnical Engineering, Cham: Springer Nature Switzerland, 410-418, DOI: 10.1007/978-3-031-34761-0_50
4. 4) Bentley Systems (2021), Plaxis 3D – Reference Manual, Delft University of Technology, Delft, The Netherlands.
5. 5) Bouckovalas, G. D., Papadimitriou, A. G., Niarchos, D. G. and Tsiapas, Y. Ζ. (2011): Sand fabric evolution effects on drain design for liquefaction mitigation, Soil Dynamics and Earthquake Engineering, 31(10), 1426-1439.
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