Experimental studies on liquefaction and reliquefaction potential of saturated ground subjected to repeated incremental acceleration loading with varying shaking duration
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11803-023-2210-z.pdf
Reference33 articles.
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2. Banerjee R, Konai S, Sengupta A and Deb K (2017), “Shake Table Tests and Numerical Modeling of Liquefaction of Kasai River Sand,” Geotechnical and Geological Engineering, 35: 1327–1340.
3. Castiglia M, de Magistris FS, Onori F and Koseki J (2021), “Response of Buried Pipelines to Repeated Shaking in Liquefiable Soils Through Model Tests,” Soil Dynamics and Earthquake Engineering, 143: 106629.
4. Cubrinovski M and Ishihara K (1999), “Empirical Correlation Between SPT N-Value and Relative Density for Sandy Soils,” Soils and Foundations, 39(5): 61–71.
5. Dobry R, Abdoun T, Stokoe KH, Moss RES, Hatton M and El Ganainy H (2015), “Liquefaction Potential of Recent Fills Versus Natural Sands Located in High-Seismicity Regions Using Shear-Wave Velocity,” Journal of Geotechnical and Geoenvironmental Engineering, 141(3): p.04014112.
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