Cyclic Behavior of Sand Stabilized by Colloidal Silica: Effects of Sample Preparation and Energy–Based Approach
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-34761-0_6
Reference17 articles.
1. Ciardi, G., Vannucchi, G., Madiai, C.: Effects of colloidal silica grouting on geotechnical properties of liquefiable soils: a review. Geotechnics 1(2), 460–491 (2021)
2. Porcino, D., Marcianò, V., Granata, R.: Undrained cyclic response of a silicate–grouted sand for liquefaction mitigation purposes. Geomech. Geoengineering 6, 155–170 (2011)
3. Ciardi, G., Bardotti, R., Vannucchi, G., Madiai, C.: Effects of high–diluted colloidal silica grout on the mechanical behavior of a liquefiable sand. In: Silvestri, F., Moraci, N. (eds.) Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, pp. 1820–1827. CRC Press, Boca Raton, FL, USA (2019)
4. Ciardi, G., Bardotti, R., Vannucchi, G., Madiai, C.: Effects of high–diluted colloidal silica grouting on the behaviour of a liquefiable sand. Geotech. Res. 7(4), 193–208 (2020)
5. Pavlopoulou, E.M.E., Georgiannou, V.N.: Effect of colloidal silica aqueous gel on the monotonic and cyclic response of sands. J. Geotech. Geoenvironmental Eng. 147(11), 04021122 (2021)
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