Abstract
A series of tests on physical, mechanical and chemical properties of expansive soils have shown that the standard moisture absorption water content (SMA) of expansive soils has a good linear relationship with montmorillonite content, cation exchange capacity, specific surface, and it also presents a linear relationship tendency to plastic index and free swell ratio. All this indicates that the above SMA is of clear significance in physics. The plastic index can better reflect the interaction extent between composition and dispersing character of grains, cation and clay minerals. Consequently, SMA can reflect the basic essential properties of expansive soils. On the basis of the classification results that have been published in literature and in consideration of the succession to the classification results for the free swell ratio, this paper puts forward three indexes, i.e. the SMA, plastic index and free swell ratio to classify expansive soils. The tests proposed for the classification indexes are easy to operate, simple in testing device and last a short time. Compared with the latest issued “Classification Standard Code for Rocks and Soils of Railway Projects” (TB10077-2001), the method proposed in this paper is more convenient and reasonable, and can be popularized, when environment conditions ripen, for the application in field of exploration and design of highway in the areas surrounded by expansive soils.
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References
Mitchell, J. K., Fundamentals of Soil Behavior, New York: John Wiley & Sons, Inc., 1976.
Gao Guori, Modern Soil Behavior (in Chinese), Nanjing: Southeast University Press, 1990, 19–81.
GBJ112-87, Construction Technical Code for Expansive Soils Areas (in Chinese), Beijing: China Architecture and Building Press, 1987.
Li Shenglin, Study on Chinese Expansive Soil Engineering Geology (in Chinese), Nanjing: Jiangsu Science and Technology Press, 1992.
GBJ145-90, Code of Classification Standard of Soils (in Chinese), Beijing: China Architecture and Building Press, 1991, 8–13.
Tan, L. R., Zheng, M. Y., Shao, W. M. et al., The practicability research on use of air-dry moisture content W65 as identification index of the swelling soil, Chinese Journal of Engineering Geology (in Chinese), 1994, 2(1): 15–22.
Williams, A. A. B., Discussion of the prediction of total heave from double oedometer test by J.E.B. Jennings and K. Knight, Transactions, South African Institution of Civil Engineers, 1998, 5(6): 49–51.
Chen, F.H., Foundations on Expansive Soils, New York: Elsevier Science Publisher 1988.
Peck, R., Hanson, W., Thomburn, T., Foundation Engineering, New York: John Wiley & Sons, 1974.
Liu Tehong, Expansive Problem in Engineering Construction (in Chinese), Beijing: China Architecture and Building Press, 1997, 17–49.
TB10077-2001, Code for Rock and Soil Classification of Railway Engineering (in Chinese), Beijing: China Railway Press, 2002.
Yao Hailin, Yang Yang, Cheng Ping, Standard moisture absorption water content of soil and its testing standard, Rock and Soil Mechanics (in Chinese), 2004, 25(6): 856–859.
Greenland, D.J., Hayes, M. H. B., The Chemistry of Soil Constituents, New York: John Wiley & Sons, Ltd., 1978.
Chen, C. X., Surface Physics and Chemistry (in Chinese), Beijing: Scientific and Technical Documental Publishing House, 1995.
Bolt, G. H., Physical-chemical analysis of the compressibility of pure clays, Geotechnical, 1956, 6(2): 86–93.
Holt, J. H., A study of physico-chemical, mineralogical, and engineering index properties of fine-grained soils in relation to their expansive characteristics, Ph.D. Dissertation, Taxas A&M University, College Station, Tx., 1969.
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Yao, H., Cheng, P., Yang, Y. et al. Theory and practice concerning classification for expansive soils using standard moisture absorption water content. Sci. China Ser. E-Technol. Sci. 48, 31–40 (2005). https://doi.org/10.1360/04ye0237
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DOI: https://doi.org/10.1360/04ye0237