True triaxial mechanical properties of unsaturated loess in foundation pit engineering
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-021-02108-6.pdf
Reference57 articles.
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2. Barden L, Mcgown A, Collins K (1973). The collapse mechanism in partly saturated soil [J]. Eng Geol 7(1):49–60
3. Chen CL, Zhang DF, Dong YZ et al (2014) Suction and mechanical behaviours of unsaturated intact loess from constant water content triaxial tests. Chin J Geotech Eng 36(7):1195–1202. (in Chinese). https://doi.org/10.11779/CJGE201407002
4. Choi C, Arduino P, Harney MD (2008) Development of a true triaxial apparatus for sands and gravels. Geotech Test J 31(1):32–44. https://doi.org/10.1520/GTJ100217
5. Cunningham MR, Ridley AM, Dineen K et al (2003) The mechanical behaviour of a reconstituted unsaturated silty clay. Géotechnique 53:183–194. https://doi.org/10.1680/geot.2003.53.2.183
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