3-dimension stresses and new failure model to predict behavior of clay soils in various liquid limit ranges
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
http://link.springer.com/content/pdf/10.1007/s12517-021-06553-1.pdf
Reference57 articles.
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2. Ahmed C, Mohammed A, Saboonchi A (2020b) ArcGIS mapping, characterisations and modelling the physical and mechanical properties of the Sulaimani City soils, Kurdistan Region, Iraq. Geomech Geoeng:1–14. https://doi.org/10.1080/17486025.2020.1755464
3. Anantanasakul P, Yamamuro JA, Lade PV (2012) Three-dimensional drained behavior of normally consolidated anisotropic kaolin clay. Soils Found 52(1):146–159. https://doi.org/10.1016/j.sandf.2012.01.014
4. Arulrajah A, Bo MW (2008) Characteristics of Singapore marine clay at Changi. Geotech Geol Eng 26(4):431–441. https://doi.org/10.1007/s10706-008-9179-2
5. Bilgin Ö, Mansour E (2013) Variability of soil properties and reliability of empirical equations on soil settlement predictions. In Foundation Engineering in the Face of Uncertainty: Honoring Fred H. Kulhawy, Proceeding, pp 298–307, https://doi.org/10.1061/9780784412763.024
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