Temperature Effects on Residual Shear Strength of Soil
Publication: Geo-Congress 2023
ABSTRACT
This study aims to assess temperature effects on the residual shear strength of soft clays. Seasonal variation in temperature changes the engineering properties of soils. Temperature fluctuation seasonally induces the destabilization of the ground near the surface and causes geotechnical hazards such as thermally induced landslides. Therefore, in this study, a modified temperature-controlled ring shear apparatus is used to change the temperature of clays and evaluate the effect of the temperature on the residual shear strength. For this purpose, two clays with two different mineralogies are selected and then residual shear strengths are measured at room temperature (i.e., 20°C), 10°C, as well as at elevated temperatures of 30°C and 40°C. The results for each of the considered clays at different temperatures are compared to assess the temperature effects on the residual shear strength of soils. The results show a negligible impact of temperature on the residual shear strength of Illite and Montmorillonite clay mixture (Rhassoul clay). However, the residual shear strength of Kaolinite clay increases with either heating or cooling. Although more investigation is required, the evolution of residual shear strength with temperature is potentially dependent on the clay mineralogy.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
ASTM. ASTM Standard D4318 (2017-e1). Standard test methods for liquid limit, plastic limit and shrinkage limit of soils. West Conshohocken, PA.
ASTM. ASTM Standard D6467 (2021-e1). Standard test method for torsional ring shear test to determine drained residual shear strength of cohesive soils. West Conshohocken, PA.
ASTM. ASTM Standard D7928 (2021-e1). Standard test method for particle-size distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis. West Conshohocken, PA.
Abuel-Naga, H. M., Bergado, D. T., Ramana, G. V., Grino, L., Rujivipat, P., and Thet, Y. (2006). Experimental evaluation of engineering behavior of soft Bangkok clay under elevated temperature. Journal of geotechnical and geoenvironmental engineering, 132(7), 902–910.
Beltrami, H., and Kellman, L. (2003). “An examination of short-and long-term air–ground temperature coupling.” Global Planet. Change, 38(3-4), 291–303.
Bromhead, E. (1979). “A simple ring shear apparatus.” Ground engineering, 12(5).
Bucher, F. (1975). Die Restscherfestigkeit natürlicher Böden, ihre Einflussgrössen und Beziehungen als Ergebnis experimenteller Untersuchungen ETH Zurich].
Castellanos, B., and Brandon, T. (2014). Use and measurement of fully softened shear strength,. Center for Geotechnical Practice and Research, Blacksburg.
Cekerevac, C., and Laloui, L. (2004). Experimental study of thermal effects on the mechanical behaviour of a clay. International journal for numerical and analytical methods in geomechanics, 28(3), 209–228.
Davies, M. C. R., Hamza, O., and Harris, C. (2001). “The effect of rise in mean annual temperature on the stability of rock slopes containing ice‐filled discontinuities.” Permafrost Periglac., 12: 137–44.
Hailemariam, H., and Wuttke, F. (2022). An Experimental Study on the Effect of Temperature on the Shear Strength Behavior of a Silty Clay Soil. Geotechnics, 2(1), 250–261.
Jefferson, I., and Rogers, C. D. F. (1998). “Liquid limit and the temperature sensitivity of clays.”, Eng. Geol., 49(2), 95–109.
McGuire, B., and Maslin, M. A. (2012). Climate forcing of geological hazards. John Wiley Sons.
Meehan, C. L., Brandon, T. L., and Duncan, J. M. (2007). “Measuring drained residual strengths in the Bromhead ring shear.” Geotech. Test. J., 30(6): 1–8. doi:https://doi.org/10.1520/GTJ101017.
Pollack, H. N., Huang, S., and Shen, P.-Y. (1998). “Climate change record in subsurface temperatures: a global perspective.” Science, 282(5387), 279–281.
Putz, H., and Brandenburg, K. (2014). Match! -Phase Analysis using Powder Diffraction. Crystal Impact GbR, Kreuzherrenstr, 102, 53227.
Roy, S., and Chapman, D. S. (2012). “Borehole temperatures and climate change: Ground temperature change in south India over the past two centuries.”, J. Geophys. Res.-Atmos., 117(D11).
Shao, Y. X., Shi, B., Liu, C., and Gao, L. (2012). “Experimental study on temperature effect on engineering properties of clayey soils.” Adv. Mat. Res., vol. 512, pp. 1905–1918. Trans Tech Publications Ltd, 2012.
Shibasaki, T., Matsuura, S., and Hasegawa, Y. (2017). Temperature‐dependent residual shear strength characteristics of smectite‐bearing landslide soils. J. Geophys. Res-solid., 122(2), 1449–1469.
Shibasaki, T., Matsuura, S., and Okamoto, T. (2016). “Experimental evidence for shallow, slow‐moving landslides activated by a decrease in ground temperature.” Geophys. Res. Lett., 43(13), 6975–6984.
Skempton, A. (1964). “Long-term stability of clay slopes.” Geotechnique, 14(2), 77–102.
Wang, Q., Qi, J., Wu, H., Zeng, Y., Shui, W., Zeng, J., and Zhang, X. (2020). “Freeze-Thaw cycle representation alters response of watershed hydrology to future climate change.” Catena, 195: 104767.
Widjaja, B., and Nirwanto, A. F. (2019). “Effect of various temperatures to liquid limit, plastic limit, and plasticity index of clays.” IOP conference series: materials science and engineering.
Yilmaz, G. (2011). “The effects of temperature on the characteristics of kaolinite and bentonite.” Sci. Res. Essays, 6(9), 1928–1939.
Information & Authors
Information
Published In
History
Published online: Mar 23, 2023
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.