Insight into the Effect of Fine Content on Liquefaction Behavior of Soil

Author:

Ghani Sufyan,Kumari SunitaORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference40 articles.

1. Akhila M, Rangaswamy K, Sankar N (2019) Undrained response and liquefaction resistance of sand–silt mixtures. J Geotech Geol Eng Springer 37(4):2729–2745

2. Andrews DCA, Martin GR (2000) Criteria for liquefaction of silty soils Proc., 12th World Conf. on Earthquake Engineering, Auckland, New Zealand.

3. Bilsel H, Erhan G, Durgunoglu T (2010) Assessment of liquefaction/cyclic failure potential of alluvial deposits on the eastern coast of cyprus. In: International conferences on recent advances in geotechnical earthquake engineering and soil dynamics.

4. Boulanger RW, Idriss IM (2004) Evaluating the potential for liquefaction or cyclic failure of silts and clays Rep. UCD/CGM-04/01, Univ. of Calif., Davis, Calif.

5. Boulanger RW, Idriss IM (2006) Liquefaction susceptibility criteria for silts and clays. J Geotech Geoenviron Eng ASCE 132(11):1413–1426

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