An effective stress-based DSC model for predicting the coefficient of lateral soil pressure in unsaturated soils
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-021-01376-6.pdf
Reference51 articles.
1. Abrantes LG, Pereira de Campos TM (2019) Evaluation of the coefficient of earth pressure at rest (K0) of a saturated-unsaturated colluvium soil A. In: Tarantino, Ibraim E (eds) E3S web of conferences, vol 92, p 07006. https://doi.org/10.1051/e3sconf/20199207006
2. Bishop AW (1959) The principle of effective stress. Teknisk ukeblad 39:859–863
3. Bishop AW, Henkel D (1957) The measurement of soil properties in the triaxial test. E. Arnold, London
4. Borja RI (2004) Cam-clay plasticity. Part V: a mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media. Comp Met Appl Mech Eng 193(48–51):5301–5338. https://doi.org/10.1016/j.cma.2003.12.067
5. Chu J, Gan C (2004) Effect of void ratio on ko of loose sand. Géotechnique 54(4):285–288. https://doi.org/10.1680/geot.2004.54.4.285
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