Yielding Behavior of Natural Clay Considering Stress History Subjected to K0-Consolidation
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-022-00737-w.pdf
Reference42 articles.
1. Brand EW, Brenner RP (eds) (1981) Soft clay engineering (Vol. 20). Elsevier Scientific Pub, Cambridge
2. Chandler R (2000) The Third Glossop Lecture: Clay sediments in depositional basins: the geotechnical cycle. Q J Eng GeolHydrogeol 33(1):7–39. https://doi.org/10.1144/qjegh.33.1.7
3. Cotecchia F, Chandler RJ (2000) A general framework for the mechanical behaviour of clays. Géotechnique 50(4):431–447. https://doi.org/10.1680/geot.2000.50.4.431
4. Leroueil S, Vaughan PR (1990) The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40(3):467–488. https://doi.org/10.1680/geot.1990.40.3.467
5. Burland JB (1990) On the compressibility and shear strength of natural clays. Géotechnique 40(3):329–378. https://doi.org/10.1680/geot.1990.40.3.329
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