Modelling of the effect of scale on the compressibility parameters of fine-grained soils

References

• Aissa, C. and Abdeldjalil, Z., 2013. Modelisation numerique et analyse de comportment d’un ecran de soutenement autostable. 31eme rencontres de L’AUGC, E.N.S., 29–31 May, Cachan, 1–13.
   Google Scholar
• American Society for Testing and Materials, 2001. D2571ʹ, Standard test method for field vane shear test in cohesive soils. West Conshohocken, PA: ASTM International.
   Google Scholar
• American Society for Testing and Materials, 2010a. ‘D2216ʹ, Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. West Conshohocken, PA.
   Google Scholar
• American Society for Testing and Materials, 2010b. ‘D854ʹ, Standard test methods for specific gravity of soil solids by water pycnometer. West Conshohocken, PA.
   Google Scholar
• American Society for Testing and Materials, 2010c. ‘D4318ʹ, Standard test method for liquid limit, Plastic limit and plasticity index of soils. West Conshohocken, PA.
   Google Scholar
• Berry, P.L. and Reid, D., 1987. An introduction to soil mechanics. London: McGraw-Hill, 100–137.
   Google Scholar
• British Standard Institution, BS, 1990. 1377: PART 2: 1990, Methods of tests of soils for civil engineering purposes – Classification Tests.
   Google Scholar
• Head, K.H., 1992. Manual of soil laboratory testing. 2nd ed. Effective stress tests. London: Pentech press, vol. 3, 340.
   Google Scholar
• Head, K.H., 1998. Manual of soil laboratory testing. 2nd ed. Effective stress tests. Chichester: John Wiley & Sons, vol. 3, 340–367.
   Google Scholar
• Healy, K.A. and Ramanjaneya, G.S., 1970. Consolidation characteristic of a Varved Clay, Department of Civil Engineering, University of Connecticut. Report, 1970
   Google Scholar
• Khan, P.A., Madhav, M.R., and Reddy, E.S., 2012. Comparative study of linear and non-linear theories one-dimensional consolidation of thick clay layers. Lowland Technology International, 14 (1), 19–30.
   Google Scholar
• Lenk, P., 2009. Modelling of primary consolidation. Slovak Journal of Civil Engineering, 17 (2), 26–37.
   Google Scholar
• Ortega, A.G., 1996. Variability of the coefficient of consolidation of the Mexico City clayey sediments on Spatial and Timescales. Bulletin of the International Association of Engineering Geology, 54 (1), 125–135. doi:10.1007/BF02600705
   Google Scholar
• PLAXIS [Software Program], Reference Manual, 2012, P.O. Box 572, 2600 AN Delft, the Netherlands.
   Google Scholar
• Popa, H. and Batali, L., 2010. Using finite element method in geotechnical design. Soil constitutive laws and calibration of the parameters. Retaining wall case study. WSEAS Transactions on Applied and Theoretical Mechanics, 5 (3), Pp.177–186.
   Google Scholar
• Rosine, T.N., 2015. The impact of sample scale on the compressibility parameters of saturated fine-grained soils. (PhD) thesis. Department of Civil engineering, University of Salford, 86–91.
   Google Scholar
• Rosine, T.N. and Sabbagh, T.T., 2015. The impact of the diameter to height ratio on the compressibility parameters of saturated fine-grained soils. International Journal of Research and Engineering Technology, 4 (5), 8–19. doi:10.15623/ijret.2015.0406002
   Google Scholar
• Sivrikaya, O. and Togrol, E., 2006. Measurement of side Friction between specimen and consolidation ring with newly designed oedometer cell. Geotechnical Testing Journal, 29 (1), 87–94.
   Web of Science ®Google Scholar
• Wong, W.K.J., 2013. Comparison of drainage line elements in PLAXIS 2D and 3D applied in consolidating marine clay deposits. In: Soft soil engineering international conference, Kuching, Sarawak, Malaysia. Singapore: Plaxis AsiaPac Pte Ltd, 1–8.
   Google Scholar
• Yin, J.H. and Graham, J., 1996. Elastic visco-plastic modelling of one-dimensional consolidation. Geo-Technique, 46 (46), 515–527.
   Google Scholar