Experimental Study on the Mechanical Behaviour of Natural Loess Based on Suction-Controlled True Triaxial Tests
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-1386-2.pdf
Reference45 articles.
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2. Choi C, Arduino P, Harney MD (2008) Development of a true triaxial apparatus for sands and gravels. Geotechnical Testing Journal 31(1):32–44, DOI: https://doi.org/10.1520/GTJ100217
3. Derbyshire E (2001) Geological hazards in loess terrain, with particular reference to the loess areas of China. Earth-Science Reviews 54(1–3):231–260, DOI: https://doi.org/10.1016/S0012-8252(01)00050-2
4. Fan XM, Xu Q, Scaringi G, Li S, Peng DL (2017) A chemo-mechanical insight into the failure mechanism of frequently occurred landslides in the Loess Plateau, Gansu Province, China. Engineering Geology 228(13):337–345, DOI: https://doi.org/10.1016/j.enggeo.2017.09.003
5. Fredlund DG, Morgenstern NR (1977) Stress state variables for unsaturated soils. Journal of the Geotechnical Engineering Division 103(5):447–466
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