Dilatancy and liquefaction behaviour of clean sand at wide range of confining stresses
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-020-4457-0.pdf
Reference27 articles.
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2. FUKUSHIMA S, TATSUOKA F. Strength and deformation characteristics of saturated sand at extremely low pressure [J]. Soils and Foundations, 1984, 24(2): 30–48. DOI: https://doi.org/10.3208/sandf1972.24.4_30.
3. ISHIHARA K. Liquefaction and flow failure during earthquake [J]. Geotechnique, 1993, 43(3): 351–451. DOI: https://doi.org/10.1680/geot.1993.43.3.351.
4. LANCELOT L, SHAHROUR I, MAHMOUD M A. Failure and dilatancy properties of sand at relatively low stresses [J]. Journal of Engineering Mechanics, 2006, 132(12): 1396–1399. DOI: https://doi.org/10.1061/(asce)0733-9399(2006)132:12(1396).
5. HYODO M, WU Y, ARAMAKI N, NAKATA Y. Undrained monotonic and cyclic shear response and particle crushing of silica sand at low and high pressures [J]. Canadian Geotechnical Journal, 2017, 54(2): 207–218. DOI: https://doi.org/10.1139/cgj-2016-0212.
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