Cyclic Shear Strength of Soil with Different Pore Fluids
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 10
Abstract
The effects of pore water chemistry on the cyclic behavior of fine-grained soil were examined by performing undrained cyclic ring-shear tests on a natural soil treated with solutions of sulfuric acid (), sodium hydroxide (NaOH), and sodium chloride (NaCl). In addition, different amounts of the chemicals were used to clarify the influence that ion concentrations in the pore fluid can have on the cyclic shear strength of soil. The results of laboratory tests indicated that cyclic shear strength was sensitive to changes in the pore fluid composition, and changes in cyclic behavior of soil became more pronounced as the concentration of each chemical increased.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Financial support for this study was provided by the Ministry of Education, Culture, Sports, Science and Technology (Monbukagakusho) of the Japanese Government. The first author acknowledges the financial support of Griffith University (New Researchers Grant).
References
Ansal, A., and Erken, A. (1989). “Undrained behavior of clay under cyclic shear stresses.” J. Geotech. Engrg., 115(7), 968–983.
Chigira, M., and Yagi, H. (2006). “Geological and geomorphological characteristics of landslides triggered by the 2004 Mid Niigata prefecture earthquake in Japan.” Eng. Geol., 82(4), 202–221.
Collins, K., and McGown, A. (1974). “The form and function of microfabric features in a variety of natural soils.” Geotechnique, 24(2), 223–254.
Di Maio, C., and Fenelli, G. (1994). “Residual strength of kaolin and bentonite—The influence of their constituent pore fluid.” Geotechnique, 44(2), 217–226.
Gajo, A., and Maines, M. (2007). “Mechanical effects of aqueous solutions of inorganic acids and bases on a natural active clay.” Geotechnique, 57(8), 687–699.
Gratchev, I., and Sassa, K. (2009). “Cyclic behavior of fine-grained soils at different pH values.” J. Geotech. Geoenviron. Eng., 135(2), 271–279.
Gratchev, I., Sassa, K., and Fukuoka, H. (2006a). “How reliable is the plasticity index for estimating the liquefaction potential of clayey sands?” J. Geotech. Geoenviron. Eng., 132(1), 124–127.
Gratchev, I., Sassa, K., Osipov, V., Fukuoka, H., and Wang, G. (2007). “Undrained cyclic behavior of bentonite-sand mixtures and factors affecting it.” Geotech. Geol. Eng., 25(3), 349–367.
Gratchev, I., Sassa, K., Osipov, V., and Sokolov, V. (2006b). “The liquefaction of clayey soils under cyclic loading.” Eng. Geol., 86(1), 70–84.
Gratchev, I., and Towhata, I. (2010). “Geotechnical characteristics of volcanic soil from seismically-induced Aratozawa landslide, Japan.” Landslides, 7(4), 503–510.
Gratchev, I., and Towhata, I. (2011). “Compressibility of natural soils subjected to long-term acidic contamination.” Env. Earth Sci., 64(1), 193–200.
Lupini, J. F., Skinner, A. E., and Vaughan, P. R. (1981). “The drained residual strength of the cohesive soils.” Geotechnique, 31(2), 181–213.
Mitchell, J. (1993). Fundamentals of soil behaviour, Wiley, New York.
Nagase, H., Shimizu, K., Hiro-oka, A., Tanoue, Y., and Saitoh, Y. (2006). “Earthquake-induced residual deformation of Ariake clay deposits with leaching.” Soil. Dyn. Earthquake Eng., 26(2–4), 209–220.
Osipov, V. I., and Sokolov, V. N. (1978). “Microstructure of recent clay sediments examined by scanning electron microscopy.” Scanning electron microscopy in the study of sediments, W. B. Whalley, ed., Geo Abstracts, Norwich, U.K., 29–40.
Sassa, K., Wang, G., and Fukuoka, H. (2003). “Performing undrained shear tests on saturated sands in a new intelligent type of ring shear apparatus.” Geotech. Test. J., 26(3), 257–265.
Tiwari, B., Tuladhar, G., and Marui, H. (2005). “Variation in residual shear strength of the soil with the salinity of pore fluid.” J. Geotech. Geoenviron. Eng., 131(12), 1445–1456.
Van Olphen, H. (1977). Introduction to clay colloid chemistry, Wiley, New York.
Wang, Y., and Siu, W. (2006). “Structure characteristics and mechanical properties of kaolinite soils. 2. Effects of structure on mechanical properties.” Can. Geotech. J., 43(6), 601–617.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Aug 11, 2011
Accepted: Jan 25, 2013
Published online: Jan 29, 2013
Published in print: Oct 1, 2013
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.