Abstract
The problem of development of the deformations in natural slopes, slopes of embankments and dams and quay walls is influenced by the presence of initial shear stress in the soil. Therefore, in this paper an experimental study focuses on accumulation of residual deformation in soil subjected to static shear stress and cyclic stress components under undrained conditions. Furthermore, in such structures during earthquake shaking forces acting in the shear plane are generally one-way cyclic loading without reversing its direction (torsional stress loading only on positive or negative side). Series of torsional shear tests on hollow cylindrical specimens of Toyoura sand with relative density of 40% and 60%, and isotropic stress condition under effective pressure of 98kPa, 196kPa and 294kPa were made in order to investigate the incremental shear strain per cycle during cyclic loading. The influence of confining pressure, isotropic conditions, cyclic stress ratio and void ratio on the accumulation of shear strain are studied.
The experimental results shows a linear relationship between accumulated shear stress and the number of cycles when they are plotted in logarithmic scale. The experimental data shows that shear strain increment during one cycle is dependent on the level of accumulated shear strain. Moreover, the shear strain increment during one cycle when unloading is constant and not depends on the level of accumulated shear strain. Based on these findings and by using the experimental data a relatively simple model for prediction of accumulated deformation of sand can be proposed.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Arangelovski G. and Towhata, I. (2004): Accumulated deformation of sand with initial shear stress and effective stress state lying near failure conditions, Soils and Foundations, 44(6), 1–16.
Ghalandarzadeh, A., Orita, T., Towhata, I. and Yun, F. (1998): Shaking table tests on seismic deformation of gravity quay walls, Soils and Foundations, Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake, No. 2, pp. 115–132.
Ishihara, K. and Okada, S. (1978): Effects of stress history on cyclic behavior of sand, Soils and Foundations, Vol. 18,No. 4, pp. 31–45.
Seed, H.B., Mori, K. and Chan, C,K. (1977): Influence of seismic history on liquefaction of sands, Proc., ASCE, Vol. 103, GT4, pp.257–270.
Tatsuoka, F., Sonoda, S, Hara, K., Fukushima, S. and Pradhan, T.B.S (1986): Failure and deformation of sand in torsional shear, Soils and Foundations, Vol.26,No. 4, pp.79–97.
Towhata, I. and Ishihara, K. (1985): Undrained strength of sand undergoing cyclic rotation of principal stress axes, Soils and Foundations, Vol. 25,No. 2, pp. 135–147.
Towhata, I. and Ishihara, K. (1985): Shear work and pore water pressure in undrained shear, Soils and Foundations, Vol. 25,No. 3, pp. 73–84.
Vaid, Y.P. and Chern, J.C. (1983): Effect of static shear on resistance to liquefaction”, Soils and Foundations, Vol. 23,No. 1, pp. 47–60.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2007 Springer
About this paper
Cite this paper
Arangelovski, G., Towhata, I. (2007). Accumulated Deformation of Sand in One-Way Cyclic Loading under Undrained Conditions. 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_46
Download citation
DOI: https://doi.org/10.1007/978-1-4020-6146-2_46
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)