Rheological characteristics and one-dimensional isotache modelling of marine soft clays

References

• Bjerrum, L. 1967. Engineering Geology of Norwegian Normally-consolidated Marine Clays as Related to Settlements of Buildings. Géotechnique 17 (2): 83–118. doi:10.1680/geot.1967.17.2.83.
   Web of Science ®Google Scholar
• Hu, Y. Y., P. Yang, and Q. Z. Yu. 2016. Time Effect of Secondary Consolidation Coefficient of Over-consolidated Soil. China Journal of Highway and Transport 29 (9): 29–37. doi:10.19721/j.cnki.1001-7372.2016.09.003.
   Google Scholar
• Imai, G. 1995. Analytical Examinations of the Foundations to Formulate Consolidation Phenomena with Inherent Time-dependence. International Symposium on Compression and Consolidation of Clayey Soils, Balkema, Rotterdam: IS-Hiroshima 95: 891–935.
   Google Scholar
• Ke, W. H., J. Chen, Q. Sheng, X. L. Li, and Y. H. Huang. 2016. A One-dimensional Elasto-viscoplastic Model for Describing Time-dependent Behaviour of Soft Clays. Rock and Soil Mechanics 37 (8): 2198–2205. doi:10.16285/j.rsm.2016.08.010.
   Web of Science ®Google Scholar
• Leroueil, S. 2006. The Isotache Approach. Where are We 50 Years after its Development by Professor Šuklje? 2006 Prof. Šuklje’s Memorial Lecture, Proceedings of the XIII Danube-European Conference on Geotechnical Engineering, Ljubljana, Slovenia, pp. 29–31.
   Google Scholar
• Leroueil, S., M. Kabbaj, F. Tavenas, and R. Bouchard. 1985. Stress-strain-strain Rate Relation for the Compressibility of Sensitive Natural Clays. Géotechnique 35 (2): 159–80. doi:10.1680/geot.1985.35.2.159.
   Web of Science ®Google Scholar
• Li, J. Z. 2011. Study on Large Strain Consolidation of Soft Soil Considering Rheological Effect. Hangzhou: Zhejiang University.
   Google Scholar
• Nishihara, M. 1961. Rheology of Rocks. Professo J. Makiyama's memorial volume, Kyoto Japan, pp. 325–332.
   Google Scholar
• Šuklje, L. 1957. The Analysis of the Consolidation Process by the Isotache Method, Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, London, 200–206.
   Google Scholar
• Sun, J. 1999. Rheology of Geo-material and Its Engineering Application. Beijing, China: Architecture Industry Press.
   Google Scholar
• Tong, F., and J. H. Yin. 2013. Experimental and Constitutive Modeling of Relaxation Behaviours of Three Clayey Soils. Journal of Geotechnical and Geoenvironmental Engineering 139 (11): 1973–1981. doi:10.1061/(ASCE)GT.1943-5606.0000926.
   Web of Science ®Google Scholar
• Vermeer, P. A., H. P. Neher. 1999. A Soft Soil Model that accounts for Creep, Proceedings of the International Symposium “Beyond 2000 in Computational Geotechnics”. Amsterdam, 249–261.
   Google Scholar
• Wang, H. G., L. M. Wei, X. G. He. 2006. Determination of Three-dimensional Rheologic Parameters Based on Long term Test. Chinese Journal of Geotechnical Engineering 28 (5): 669–673. doi:10.3321/j.issn:1000-4548.2006.05.023.
   Google Scholar
• Wroth, C., and G. Houlsby. 1985. Soil Mechanics-Property Characterization and Analysis Procedures, Proceedings of the 11th International Conferences on Soil Mechanics and Foundation Engineering, State of the Art Report, San Francisco, pp. 1–54.
   Google Scholar
• Xie, X. Y., Y. J. Li, W. J. Wang, K. F. Liu, and X. R. Zhu. 2012. Rheological Test and Empirical Model of Ningbo Soft Soil. Journal of Zhejiang University: Engineering Science 46 (1): 64–71. doi:10.3785/j.issn.1008-973X.2012.01.11.
   Google Scholar
• Yin, J. 1999. Equivalent Time and Elastic Viscoplastic Modelling of Geomaterials. Chinese Journal of Rock Mechanics and Engineering 18 (2): 6–10. doi:10.3321/j.issn:1000-6915.1999.02.002.
   Google Scholar
• Yin, J. H. 2008. Elasic Visco-Plastic Models for the Time-Dependent Stress-srain Behaviour of Soft Soils, Proceedings of the 1st Symposium on the constitutive theory of rock and soil. Beijing, 168–176.
   Google Scholar
• Yin, J. H., and J. G. Zhu. 1999. Elastic Viscoplastic Consolidation Modelling and Interpretation of Pore-water Pressure Responses in Clay Underneath Tarsiut Island. Canadian Geotechnical Journal 36 (4): 708–717. doi:10.1139/t99-041.
   Web of Science ®Google Scholar
• Yin, J. H., and J. Graham. 1989. Viscous-elastic-plastic Modelling of One-dimensional Time-dependent Behaviour of Clays. Canadian Geotechnical Journal 26 (2): 199–209. doi:10.1139/t89-029.
   Google Scholar
• Yin, J. H., and J. Graham. 1994. Equivalent Times and One-dimensional Elastic Viscoplastic Modelling of Time-dependent Stress–strain Behaviour of Clays. Canadian Geotechnical Journal 31 (1): 42–52. doi:10.1139/t94-005.
   Web of Science ®Google Scholar
• Yin, Z. Y.. 2011. Elastic Viscoplastic Models for Natural Soft Clay: Review and Development. Chinese Journal of Geotechnical Engineering 33 (9): 1357–1369.
   Google Scholar
• Yin, Z. Y., and J. H. Wang. 2012. A One-dimensional Strain-rate Based Model for Soft Structured Clays. Science China Technological Sciences 55 (1): 90–100. doi:10.1007/s11431-011-4513-y.
   Web of Science ®Google Scholar
• Yin, Z. Y., J. H. Yin, and H. W. Huang. 2015. Rate-dependent and Long-term Yield Stress and Strength of Soft Wenzhou Marine Clay: Experiments and Modeling. Marine Georesources and Geotechnology 33(1): 79–91. doi:10.1080/1064119X.2013.797060.
   Web of Science ®Google Scholar
• Yin, Z. Z., H. B. Zhang, J. G. Zhu, and G. W. Li. 2003. Secondary Consolidation of Soft Soils. Chinese Journal of Geotechnical Engineering 25 (5): 521–526. doi:10.3321/j.issn:1000-4548.2003.05.001.
   Google Scholar
• Yuan, Y., A. J. Whittle, and D. F. T. Nash. 2015. Model for Predicting and Controlling Creep Settlements with Surcharge Loading, Proceedings of the 6th International Symposium on Deformation Characteristics of Geomaterials, Buenos Aires, Argentina, 978–981. doi:10.3233/978-1-61499-601-9-931.
   Google Scholar
• Yuan, Y., A. Whittle. 2013. Examination on Time-Dependent Soil Models in One-Dimensional Consolidation, Constitutive Modeling of Geomaterials: Advances and New Applications, 159–166. doi:10.1007/978-3-642-32814-5_18.
   Google Scholar
• Zhan, M. L., J. H. Qian, and X. L. Chen. 1993. Test on Rheological Behaviour of Soft Soil and Rheologic Model. Chinese Journal of Geotechnical Engineering 15 (3): 54–62. doi:10.3321/j.issn:1000-4548.1993.03.007.
   Google Scholar
• Zou, S., F. J. Li, Z. Z. J. Wang, L. Lan, W. J. Wang, and X. Y. Xie. 2017. Seepage Test and Empirical Models for Soils Based on GDS Apparatus. Journal of Zhejiang University: Engineering Science 46 (1): 64–71. doi:10.3785/j.issn.1008-973X.2017.05.003.
   Google Scholar
• Zou, S. F., J. Z. Li, and X. Y. Xie. 2018. A Semi-analytical Solution for One-dimensional Elasto-viscoplastic Consolidation of Layered Soft Clay. Applied Clay Science 153 (2018): 9–15. doi:10.1016/j.clay.2017.11.042.
   Google Scholar