Abstract
The viscous property of kaolin and the ageing effect on its stress-strain behaviour as well as their interactions were evaluated by performing a series of drained triaxial compression (TC) tests on air-dried and saturated specimen with and without cement-mixing. The axial strain rate was changed stepwise many times as well as drained creep and relaxation tests were performed during otherwise monotonic loading (ML). Different types of viscous properties (called Isotach type as well as weak and strong TESRA types) were observed depending on test conditions. The ageing effects by hydration of cement, interacted with the viscous property, were observed with saturated cement-mixed kaolin. It is shown that the effects of viscosity property and ageing, which interact with each other, can be simulated by a non-linear three-component rheology model modified from the original one to account for ageing effects.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsPreview
Unable to display preview. Download preview PDF.
Reference
Deng, J. and Tatsuoka, F. (2005a): Comprehensive effects of ageing and viscosity on the deformation of clay in 1D compression, Natural Science Journal of Xiangtan University, Vol.27,No.1, pp.102–105.
Deng, J. and Tatsuoka, F. (2005b): Ageing and viscous effects on the deformation of clay in 1D compression, Geotechnical Special Publication, No. 130-142, Proc. Geo-Frontiers 2005, p 2311–2322
Di Benedetto, H., Tatsuoka, F. and Ishihara, M. (2002): Time-dependent shear deformation characteristics of sand and their constitutive modelling, Soils and Foundations, Vol.42,No.2, pp.1–22.
Enomoto. T., Tatsuoka. F., Kawabe, S. and Di Benedetto, H. (2006), “Viscous property of granular material in drained triaxial compression”, this symposium.
Hirakawa. D., Tatsuoka. F. and Siddiquee, M.S.A. (2003): Viscous effects on bearing capacity characteristic of shallow foundation on sand, Proc. 38th Japan National Conf. on Geotechnical Engineering, JGS, Akita, June (in Japanese).
Imai, G., Tanaka, Y. and Saegusa, H. (2003): One-dimensional consolidation modeling based on the Isotach law for normally consolidated clays, Soils and Foundation, Vol.43,No.4, pp.173–188.
Komoto, N., Tatsuoka, F., Koseki, J., Sato, T. and Oka, H. (2004): Deformation and strength characteristics of cement-mixed clay, Proc. 39th Japanese Geotechnical Symposium, pp.239–240(in Japanese).
Kongsukprasert, L. and Tatsuoka, F. (2003): Viscous effects coupled with ageing effects on the stress-strain behaviour of cement-mixed granular materials and a model simulation, Proc. 3rd Int. Symp. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, Sept. 2003, pp.569–577.
Kongsukprasert, L. and Tatsuoka, F. (2005): “Ageing and viscous effects on the deformation and strength characteristics of cement-mixed gravely soil in triaxial compression”, Soils and Foundations (accepted)
Leroueil, S. and Marques, M. E. (1996). “Importance of strain rate and temperature effects in geotechncial engineering.” S-O-A Report for Session on Measuring and Modeling Time Dependent Soil Behaviour, ASCE Convention, Washington, Geot. Special Publication 61: 1–60.
Li, J.-Z., Acosta-Martínez, H., Tatsuoka, F. and Deng, J.-L. (2004): Viscous property of soft clay and its modeling, Engineering Practice and Performance of Soft Deposits, Proc. of IS Osaka 2004.
Matsui, T. and Abe, N. (1985): Elasto/viscoplastic constitutive equation of normally consolidated clays based on flow surface theory, International Conference on Numerical Methods in Geomechanics, Vol.5,No.1, pp.407–413.
Matsushita, M., Tatsuoka, F., Koseki, J., Cazacliu, B., Di Benedetto, H. and Yasin, S.J.M. 1999. Time effects onthe pre-peak deformation properties of sands, Proc.Second Int. Conf. on Pre-Failure Deformation Characteristicsof Geomaterials (Jamiolkowski et al. eds.),Balkema, 1: 61–689.
Nawir, H., Tatsuoka, F. and Kuwano, R. (2003): Experimental evaluation of the viscous properties of sand in shear, Soils and Foundations, Vol.43,No.6, pp.13–31.
Oka, F., Kodaka, T., Kimoto, S., Ishigaki, S. and Tsuji, C. (2003): Step-changed strain rate effect on the stress-strain relations of clay and a constitutive modeling, Soils and Foundation, Vol.43,No.4, pp.189–201.
Tatsuoka, F., Santucci de Magistris, F., Hayano, K., Momoya, Y. and Koseki, J. (2000): “Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials”, Keynote Lecture, The Geotechnics of Hard Soils-Soft Rocks, Proc. of Second Int. Conf. on Hard Soils and Soft Rocks, Napoli, 1998 (Evamgelista & Picarelli eds.), Balkema, Vol.2, pp1285–1371.
Tatsuoka, F., Ishihara, M., Di Benedetto, H. and Kuwano, R. (2002): Time-dependent compression deformation characteristics of geomaterials and their simulation, Soil and foundation, Vol.42,No.2, pp.103–138.
Tatsuoka, F., Di Benedetto, H. and Nishi, T. (2003): A framework for modelling of the time effects on the stress-strain behaviour of geomaterials, Proc. 3rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, September, 2003, pp.1135–1143.
Tatsuoka, F. (2004). “Effects of viscous properties and ageing on the stress-strain behaviour of geomaterials.” Geomechanics-Testing, Modeling and Simulation, Proceedings of the GI-JGS workshop, Boston, ASCE Special Geotechnical SPT No. 143 (Yamamuro & Koseki eds.), pp.1–60.
Tatsuoka, F., Kiyota, T. and Enomoto, T. (2005). “Viscous properties of geomaterials in drained shear” Geomechanics-Testing, Modeling and Simulation, Proceedings of the Second GI-JGS workshop, Osaka, ASCE Geotechnical Special Publication GSP No. ??? (Lade et al. eds.).
Vaughn, P. R. (1997). “Engineering behaviour of weak rock: Some answers and some questions.” Geotechnical Engineering of Hard Soils and Soft Rocks, Balkema, 3, 1741–1765.
Yin, J.-H and Graham, J. (1999): Elastic viscoplastic modelling of the time-dependent stress-strain behaviour of soils, Canadian geotechnical journal, Vol.36,No.4, pp.736–745.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2007 Springer
About this paper
Cite this paper
Deng, JL., Tatsuoka, F. (2007). Viscous Property of Kaolin Clay With and Without Ageing Effects by Cement-Mixing in Drained Triaxial Compression. In: Ling, H.I., Callisto, L., Leshchinsky, D., Koseki, J. (eds) Soil Stress-Strain Behavior: Measurement, Modeling and Analysis. Solid Mechanics and Its Applications, vol 146. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-6146-2_22
Download citation
DOI: https://doi.org/10.1007/978-1-4020-6146-2_22
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-4020-6145-5
Online ISBN: 978-1-4020-6146-2
eBook Packages: Physics and AstronomyPhysics and Astronomy (R0)