Creep in Primary Consolidation with Rate of Loading Approach
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://www.nature.com/articles/s41598-019-45498-0.pdf
Reference24 articles.
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2. Mesri, G. & Choi, Y. K. Settlement analysis of embankments on soft clays. Journal of Geotechnical Engineering 111(4), 441–464, https://doi.org/10.1061/(ASCE)0733-9410(1985)111:4(441) (1985).
3. Mesri, G. & Feng. T. W. Consolidation of Soils. Special ASCE Publication Honoring Roy E. Olson. From Soil Behavior Fundaments to Innovations in Geotechnical Engineering, ASCE Geotechnical Publication No. 233, pp. 322–337, https://doi.org/10.1061/9780784413265.026 (2014).
4. Wong, R. C. & Varatharajan, S. Viscous Behavior of Clays in One-dimensional Compression. Canadian Geotechnical Journal 51(7), 795–809, https://doi.org/10.1139/cgj-2013-0198 (2014).
5. Wahls, H. E. Analysis of primary and secondary consolidation. Journal of Soil Mechanics and Foundations Div, 91 (Proc. Paper 4336) (1965).
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