Experimental and Constitutive Modeling of Relaxation Behaviors of Three Clayey Soils
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 11
Abstract
The stress-strain behavior of clayey soil is time dependent. Laboratory study and constitutive modeling of the time-dependent stress-strain behavior are needed to understand the soil behavior and analyze displacements of reclamation works and foundations on clayey soils. The stress relaxation, as one of the significant time-dependent phenomena in clayey soils, has been observed and examined in excavations and constructions, such as the short-term change in lateral earth pressure after installation of a supporting system. In this study, Hong Kong marine deposits (HKMDs), which are clayey soils, and a sand-mixed bentonite (SMB) soil were investigated in relaxation tests. Relaxations were performed in both the loading stage and the unloading stage. This paper is focused on the testing study and modeling of the time-dependent relaxation behavior of clayey soils. Relaxation tests were carried out to measure the changes of the effective stress with time in one-dimensional (1D) straining condition. A new 1D elastic visco-plastic model considering swelling (1D EVPS) was used to simulate the relaxation tests. Analytical solutions from the 1D EVPS constitutive equations were obtained for relaxation tests. All parameters in this 1D EVPS model were obtained from a conventional oedometer test. The analytical solutions from the 1D EVPS model were used to simulate the relaxation behavior and compare with test data. Good agreement between the simulated curve and the measured data were found.
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Acknowledgments
Financial supports (G-U663, G-YG60) by Hong Kong Polytechnic University are acknowledged.
References
Cheng, C. M., and Yin, J.-H. (2005). “Strain-rate dependent stress-strain behavior of undisturbed Hong Kong marine deposits under oedometric and triaxial stress states.” Mar. Georesour. Geotechnol., 23(1–2) 61–92.
Graham, J., Grey, M. N., Sun, B. C.-C., and Dixon, D. A. (1986). “Strength and volume change in a sand-bentonite buffer.” Proc., 2nd Int. Conf. on Radioactive Waste Management, Canadian Nuclear Society and the American Nuclear Society, Washington, DC, 188–194.
Head, K. H. (1985). Manual of soil laboratory testing: Effective stress tests, Vol. 3, Pentech Press, London, 1129–1225.
Hicher, P. Y., and Lade, P. V. (1987). “Rotation of principal directions in -consolidated clays.” J. Geotech. Eng., 113(7), 774–788.
Japanese National Commission (JNC). (2000). “Repository design and engineering technology.” H12: Project to establish the scientific and technical basis for HLW disposal in Japan, Japan Nuclear Cycle Development Institute, Tokyo.
Ladanyi, B., and Benyamina, M. B. (1995). “Triaxial relaxation testing of a frozen sand.” Can. Geotech. J., 32(3), 496–511.
Mitchell, J. K. (1993). Fundamentals of soil behaviour, Wiley, New York.
Nash, D. F. T., and Ryde, S. J. (2000). “Modelling the effects of surcharge to reduce long term settlement of reclamations over soft clays.” Coastal Geotechnical Engineering in Practice, Balkema, Leiden, Netherlands. 483–488.
O'Loughlin, C. (2000). “Modeling the time-dependent compression of a fibrous peat using the EVP model.” Third Int. Conf. on Soft Soil Engineering, Balkema, Leiden, Netherlands.
Sheahan, T. C., Ladd, C. C., and Germaine, J. T. (1994). “Time-dependent triaxial relaxation behavior of a resedimented clay.” J. ASTM Geotech Test., 17(4), 444–452.
Sivapullaiah, P. V., Sridharan, A., and Stalin, V. K. (1996). “Swelling behaviour of soil-bentonite mixtures.” Can. Geotech. J., 33(5) 808–814.
Sridharan, A., and Choudhury, D. (2002). “Swelling pressure of sodium montmorillonites.” Geotechnique, 52(6), 459–462.
Sun, J. (1999). Rheology of geomaterials and applications, China Construction Publication House, Beijing.
Tong, F., and Yin, J.-H. (2011). “Nonlinear creep and swelling behavior of bentonite mixed with different sand contents under oedometric condition.” Mar. Georesour. Geotechnol., 29(4), 346–363.
Yin, J. H., and Cheng, C. M. (2006). “Comparison of strain-rate dependent stress-strain behaviour from -consolidated compression and extension tests on natural Hong Kong marine deposits.” Mar. Georesour. Geotechnol., 24(2), 119–147.
Yin, J. H., and Graham, J. (1989). “Viscous-elastic-plastic modelling of one-dimensional time-dependent behaviour of clays.” Can. Geotech. J., 26(2), 199–209.
Yin, J. H., and Graham, J. (1994). “Equivalent times and one-dimensional elastic viscoplastic modelling of time-dependent stress-strain behaviour of clays.” Can. Geotech. J., 31(1), 42–52.
Yin, J. H., and Tong, F. (2011). “Constitutive modeling of the time-dependent stress-strain behaviour of saturated soils exhibiting both creep and swelling.” Can. Geotech. J., 48(12), 1870–1885.
Yin, Z. Y., and Hicher, P. Y. (2008). “Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing.” Int. J. Numer. Anal. Methods Geomech., 32(12), 1515–1535.
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© 2013 American Society of Civil Engineers.
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Received: Aug 7, 2011
Accepted: Mar 20, 2013
Published online: Mar 22, 2013
Published in print: Nov 1, 2013
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