Rheological Characteristics of Sand Stabilized with Colloidal Silica for Barrier Material and Liquefaction Mitigation
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Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-6140-2_2
Reference40 articles.
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3. Ayoubi, P., Pak, A.: Liquefaction-induced settlement of shallow foundations on two-layered subsoil strata. Soil Dyn. Earthq. Eng. (2017). https://doi.org/10.1016/j.soildyn.2017.01.004
4. Ashour, M., Norris, G.: Liquefaction and undrained response evaluation of sands from drained formulation. J. Geotech. Geoenviron. Eng. (1999). https://doi.org/10.1061/(asce)1090-0241(1999)125:8(649)
5. Bartlett, S.F., Leslie Youd, T.: Empirical prediction of liquefaction-induced lateral spread. J. Geotech. Eng. (1995). https://doi.org/10.1061/(ASCE)0733-9410(1995)121:4(316)
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