Analysis of 1D large strain consolidation of structured marine soft clays
Author:
Funder
National Natural Science Foundation of China
Publisher
Zhejiang University Press
Subject
General Engineering
Link
http://link.springer.com/content/pdf/10.1631/jzus.A1900268.pdf
Reference30 articles.
1. 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
2. Cao YC, Chen YM, Huang MS, 2006. One-dimensional nonlinear consolidation analysis of structured natural soft clay subjected to arbitrarily time-dependent construction loading. Chinese Journal of Geotechnical Engineering, 28(5):569–574 (in Chinese). https://doi.org/10.3321/j.issn.1000-4548.2006.05.005
3. Cargill KW, 1984. Prediction of consolidation of very soft soil. Journal of Geotechnical Engineering, 110(6):775–795. https://doi.org/10.1061/(asce)0733-9410(1984)110:6(775)
4. Chai JC, Miura N, Zhu HH, et al., 2004. Compression and consolidation characteristics of structured natural clay. Canadian Geotechnical Journal, 41(6):1250–1258. https://doi.org/10.1139/t04-056
5. Chen YM, Tang XW, Jia N, 2007. Consolidation of sensitive clay with vertical drain. International Journal for Numerical and Analytical Methods in Geomechanics, 31(15): 1695–1713. https://doi.org/10.1002/nag.620
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