Effects of initial shear stress on the hydromechanical behavior of collapsible 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/s11440-023-02034-9.pdf
Reference76 articles.
1. Al-Mukhtar M, Belanteur N, Tessier D, Vanapalli SK (1996) The fabric of a clay soil under controlled mechanical and hydraulic stress states. Appl Clay Sci 11(2–4):99–115. https://doi.org/10.1016/S0169-1317(96)00023-3
2. Alonso EE, Pinyol NM, Gens A (2013) Compacted soil behaviour: initial state, structure and constitutive modelling. Géotechnique 63(6):463–478. https://doi.org/10.1680/geot.11.P.134
3. Al-Sharrad MA (2013) Evolving anisotropy in unsaturated soils: experimental investigation and constitutive modelling. Dissertation, University of Glasgow, Scotland. https://doi.org/10.13140/2.1.2624.6089
4. Al-Sharrad MA, Gallipoli D, Wheeler SJ (2017) Experimental investigation of evolving anisotropy in unsaturated soils. Géotechnique 67(12):1033–1049. https://doi.org/10.1680/jgeot.15.P.279
5. ASTM D2216-19 (2019) Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. ASTM D2216-19, ASTM International, West Conshohocken, PA, USA. https://doi.org/10.1520/D2216-19
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