Couple Effect of Loading Frequency and Uniformity Coefficient on the Liquefaction Resistance of Sand
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-7434-4_114
Reference5 articles.
1. Park S-S, Tran D-K-L, Nguyen T-N, Woo S-W, Sung H-Y (2023) Effect of loading frequency on the liquefaction resistance of poorly graded sand. In: Advances in geospatial technology in mining and earth sciences: selected papers of the 2nd international conference on geo-spatial technologies and earth resources. Springer, pp 95–104
2. Vaid YP, Fisher JM, Kuerbis RH, Negussey D (1990) Particle gradation and liquefaction. J Geotech Eng 116(4):698–703. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:4(698)
3. Kokusho T, Hara T, Hiraoka R (2004) Undrained shear strength of granular soils with different particle gradations. J Geotech Geoenviron Eng 130(6):621–629. https://doi.org/10.1061/(asce)1090-0241(2004)130:6(621)
4. Yilmaz Y, Mollamahmutoglu M, Ozaydin V, Kayabali K (2008) Experimental investigation of the effect of grading characteristics on the liquefaction resistance of various graded sands. Eng Geol 100(3–4):91–100. https://doi.org/10.1016/j.enggeo.2007.12.002
5. Monkul MM, Kendir SB, Tütüncü YE (2021) Combined effect of fines content and uniformity coefficient on cyclic liquefaction resistance of silty sands. Soil Dyn Earthq Eng 151:106999. https://doi.org/10.1016/j.soildyn.2021.106999
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1. Effects of loading frequency and specimen size on the liquefaction resistance of clean sand;GEOMECH ENG;2024
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