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Research Article

Large-strain rheological consolidation analysis of multi-layered marine soft clays exhibiting natural structural characteristics

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Pages 1142-1155 | Received 06 Jun 2022, Accepted 05 Aug 2022, Published online: 15 Sep 2022

References

  • Chen, Y. M., X. W. Tang, and N. Jia. 2007. Consolidation of Sensitive Clay with Vertical Drain. International Journal for Numerical and Analytical Methods in Geomechanics 31 (15): 1695–1713. doi:10.1002/nag.620.
  • Chen, Y. M., X. W. Tang, and J. Wang. 2004. An Analytical Solution of One-Dimensional Consolidation for Soft Sensitive Soil Ground. International Journal for Numerical and Analytical Methods in Geomechanics 28 (9): 919–930. doi:10.1002/nag.353.
  • Cotecchia, F., and R. J. Chandler. 2000. A General Framework for the Mechanical Behaviour of Clays. Géotechnique 50 (4): 431–447. doi:10.1680/geot.2000.50.4.431.
  • Feng, W. Q., B. Lalit, Z. Y. Yin, and J. H. Yin. 2017. Long-Term Non-Linear Creep and Swelling Behavior of Hong Kong Marine Deposits in Oedometer Condition. Computers and Geotechnics 84: 1–15. doi:10.1016/j.compgeo.2016.11.009.
  • Gibson, R. E., and K. Y. Lo. 1961. A Theory of Consolidation for Soils Exhibiting Secondary Compression. Acta Polytechnica Scandinavia, Vol. 296, Chapter 10. Trondheim, Norway: Norges tekniske vitenskapsakademi.
  • Hawlader, B. C., B. Muhunthan, and G. Imai. 2003. Viscosity Effects on One‐Dimensional Consolidation of Clay. International Journal of Geomechanics 3 (1): 99–110. doi:10.1061/(ASCE)1532-3641(2003)3:1(99).
  • Hong, Z. S., L. L. Zeng, Y. J. Cui, Y. Q. Cai, and C. Lin. 2012. Compression Behaviour of Natural and Reconstituted Clays. Géotechnique 62 (4): 291–301. doi:10.1680/geot.10.P.046.
  • Hong, Z., Y. Tateishi, and J. Han. 2006. Experimental Study of Macro-and Microbehavior of Natural Diatomite. Journal of Geotechnical and Geoenvironmental Engineering 132 (5): 603−610. doi:10.1061/(ASCE)1090-0241(2006)132:5(603).
  • Hu, A. F., C. Q. Xia, J. Cui, C. X. Li, and K. H. Xie. 2018. Nonlinear Consolidation Analysis of Natural Structured Clays under Time-Dependent Loading. International Journal of Geomechanics 18 (2): 04017140. doi:10.1061/(ASCE)GM.1943-5622.0001059.
  • Hu, A. F., C. Q. Xia, H. Wu, K. H. Xie, and L. H. Yan. 2017. A Study on One-Dimensional Consolidation of Layered Structured Aquitard Soils in a Leakage System. Marine Georesources & Geotechnology 35 (3): 318–329. doi:10.1080/1064119X.2016.1164264.
  • Hu, A. F., Y. S. Zhou, Y. Chen, C. Q. Xia, and K. H. Xie. 2020. Semi-Analytical Solutions for One-Dimensional Nonlinear Large Strain Consolidation of Structured Soft Clay. Rock and Soil Mechanics 41 (8): 2583–2591. doi:10.16285/j.rsm.2018.2047
  • Hu, Y. Y., W. H. Zhou, and Y. Q. Cai. 2014. Large-Strain Elastic Viscoplastic Consolidation Analysis of Very Soft Clay Layers with Vertical Drains under Preloading. Canadian Geotechnical Journal 51 (2): 144–157. doi:10.1139/cgj-2013-0200.
  • Jin, Y. F., Z. Y. Yin, W. H. Zhou, J. H. Yin, and J. F. Shao. 2019. A Single-Objective EPR Based Model for Creep Index of Soft Clays considering L2 Regularization. Engineering Geology 248: 242–255. doi:10.1016/j.enggeo.2018.12.006.
  • Leroueil, S., F. Tavenas, J. Locat, M. D. Howat, W. D. Carrier, and J. F. Beckman. 1985. Discussion: Correlations between Index Tests and the Properties of Remoulded Clays. Géotechnique 35 (2): 223–229. doi:10.1680/geot.1985.35.2.223
  • Leroueil, S. 2006. The Isotache Approach. Where Are we 50 Years after Its Development by Professor Šuklje? 2006 Prof. Šuklje’s Memorial Lecture. In Proceedings of the XIII Danube‐European Conference on Geotechnical Engineering, Vol. 2, 55–88. Ljubljana, Slovenia.
  • Li, C. X., J. Y. Xiao, W. B. Wu, G. X. Mei, P. P. Ni, and C. J. Leo. 2020. Analysis of 1D Large Strain Consolidation of Structured Marine Soft Clays. Journal of Zhejiang University-SCIENCE A 21 (1): 29–43. doi:10.1631/jzus.A1900268.
  • Li, X. B., X. L. Jia, and K. H. Xie. 2006. Analytical Solution of 1-D Viscoelastic Consolidation of Soft Soils under Time-Dependent Loadings. Rock and Soil Mechanics 27 (S): 140–146. doi:10.16285/j.rsm.2006.s1.062
  • Nagaraj, T. S., B. R. S. Murthy, A. Vatsala, and R. C. Joshi. 1990. Analysis of Compressibility of Sensitive Soils. Journal of Geotechnical Engineering 116 (1): 105–118. doi:10.1061/(ASCE)0733-9410(1990)116:1(105).
  • Ozelim, L. C. S. M., J. Camapum de Carvalho, A. L. B. Cavalcante, J. Pereira da Silva, and C. M. G. Muñetón. 2015. Novel Approach to Consolidation Theory of Structured and Collapsible Soils. International Journal of Geomechanics 15 (4): 04014064. doi:10.1061/(ASCE)GM.1943-5622.0000409.
  • Tan, T. K. 1958. One Dimensional Problems of Consolidation and Secondary Time Effects. China Civil Engineering Journal 5 (1): 1–10.
  • Taylor, D. W., and W. Merchant. 1940. A Theory of Clay Consolidation Accounting for Secondary Compression. Journal of Mathematics and Physics 19 (1–4): 167–185. doi:10.1002/sapm1940191167.
  • Tong, F., and J. H. Yin. 2013. Experimental and Constitutive Modeling of Relaxation Behaviors of Three Clayey Soils. Journal of Geotechnical and Geoenvironmental Engineering 139 (11): 1973–1981. doi:10.1061/(ASCE)GT.1943-5606.0000926.
  • Wang, L. Z., and L. L. Li. 2007. Field Disturbance of Structured Clay and Its Effect on Settlements of Soil Foundation. Chinese Journal of Geotechnical Engineering 29 (5): 697–704. doi:10.1016/S1874-8651(08)60042-3
  • Watabe, Y., K. Udaka, M. Kobayashi, T. Tabata, and T. Emura. 2008. Effects of Friction and Thickness on Long-Term Consolidation Behavior of Osaka Bay Clays. Soils and Foundations 48 (4): 547–561. doi:10.3208/sandf.48.547.
  • Watabe, Y., K. Udaka, Y. Nakatani, and S. Leroueil. 2012. Long-Term Consolidation Behavior Interpreted with Isotache Concept for Worldwide Clays. Soils and Foundations 52 (3): 449–464. doi:10.1016/j.sandf.2012.05.005.
  • Wong, C. K., R. G. Wan, and R. C. K. Wong. 2018. Methodology for Estimating Creep Deformation from Consolidation Deformation in 1D Compression. International Journal of Geomechanics 18 (6): 04018042. doi:10.1061/(ASCE)GM.1943-5622.0001162.
  • Xie, K. H., A. F. Hu, and Y. M. Liu. 2004. On Computation of Overburden Pressure and Settlement for Layered Soil Considering Sedimentation. Chinese Journal of Rock Mechanics and Engineering 23 (9): 1585–1589.
  • Xie, K. H., and Q. Y. Pan. 1995. Theory of One-Dimensional Consolidation of Multi-Layered Soil under Varied Load. Chinese Journal of Geotechnical Engineering 17 (5): 80–85.
  • Xie, K. H., C. Q. Xia, R. An, A. F. Hu, and W. P. Zhang. 2016. A Study on the One-Dimensional Consolidation of Double-Layered Structured Soils. Computers and Geotechnics 73: 189–198. doi:10.1016/j.compgeo.2015.12.007.
  • 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.
  • Yin, J. H., J. G. Zhu, and J. Graham. 2002. A New Elastic Viscoplastic Model for Time-Dependent Behaviour of Normally and Overconsolidated Clays: Theory and Verification. Canadian Geotechnical Journal 39 (1): 157–173. doi:10.1139/t01-074.
  • 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 & Geotechnology 33 (1): 79–91. doi:10.1080/1064119X.2013.797060.
  • Yin, Z. Y., Q. Y. Zhu, and D. M. Zhang. 2017. Comparison of Two Creep Degradation Modeling Approaches for Soft Structured Soils. Acta Geotechnica 12 (6): 1395–1413. doi:10.1007/s11440-017-0556-y.
  • Yin, Z. Y., Y. F. Jin, S. L. Shen, and H. W. Huang. 2017. An Efficient Optimization Method for Identifying Parameters of Soft Structured Clay by an Enhanced Genetic Algorithm and Elastic–Viscoplastic Model. Acta Geotechnica 12 (4): 849–867. doi:10.1007/s11440-016-0486-0.
  • Yu, X. J., Z. Z. Yin, and W. J. Dong. 2007. Influence of Load on Secondary Consolidation Deformation of Soft Soils. Chinese Journal of Geotechnical Engineering 29 (6): 913–916. doi:10.1016/S1874-8651(08)60042-3
  • Yu, X. J., Z. Z. Yin, and L. Gao. 2015. A Hyperbolic Rheological Model for One-Dimensional Secondary Consolidation of Soft Soils. Rock and Soil Mechanics 36 (02): 320–324. doi:10.16285/j.rsm.2015.02.003
  • Yuan, Y, and A. J. Whittle. 2018. A Novel Elasto-Viscoplastic Formulation for Compression Behaviour of Clays. Géotechnique 68 (12): 1044–1055. doi:10.1680/jgeot.16.P.276.
  • Zeng, L. L., Z. S. Hong, Y. Q. Cai, and J. Han. 2011. Change of Hydraulic Conductivity during Compression of Undisturbed and Remolded Clays. Applied Clay Science 51 (1–2): 86–93. doi:10.1016/j.clay.2010.11.005.
  • Zeng, L. L, and Z. S. Hong. 2015. Experimental Study of Primary Consolidation Time for Structured and Destructured Clays. Applied Clay Science 116–117: 141–149. doi:10.1016/j.clay.2015.08.027.
  • Zeng, L. L., S. Y. Liu, Z. S. Hong, Y. J. Du, and L. Shao. 2010. Deformation Mechanism of Secondary Consolidation of Natural Clays. Chinese Journal of Geotechnical Engineering 32 (7): 1042–1046.
  • Zhang, P., Y. F. Jin, and Z. Y. Yin. 2021. Machine Learning-Based Uncertainty Modelling of Mechanical Properties of Soft Clays Relating to Time-Dependent Behavior and Its Application. International Journal for Numerical and Analytical Methods in Geomechanics 45 (11): 1588–1602. doi:10.1002/nag.3215.
  • 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: 9–15. doi:10.1016/j.clay.2017.11.042.

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