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Journal of Nanomaterials
Volume 2014 (2014), Article ID 848740, 7 pages
http://dx.doi.org/10.1155/2014/848740
Research Article

Physical, Mineralogical, and Micromorphological Properities of Expansive Soil Treated at Different Temperature

1Department of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
2Wanzhou District Commission of Urban-Rural Development, Wanzhou, Chongqing 404000, China

Received 11 February 2014; Accepted 6 April 2014; Published 28 April 2014

Academic Editor: Wen Zeng

Copyright © 2014 Jian Li et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. J. K. Mitchell, Fundamentals of Soil Behavior, John Wiley & Sons, New York, NY, USA, 1993.
  2. J. R. Philip and D. A. de Vries, “Moisture movement in porous aterials under temperature gradients,” Transactions, American Geophysical Union, vol. 38, no. 2, pp. 222–232, 1957. View at Google Scholar
  3. A. E. Dif and W. F. Bluemel, “Expansive soils under cyclic drying and wetting,” Geotechnical Testing Journal, vol. 14, no. 1, pp. 96–102, 1991. View at Google Scholar · View at Scopus
  4. H.-Z. Yu, X.-Q. Li, and J.-W. Yao, “Experimental study and analysis of expansive soil improved with chemical medicine,” Rock and Soil Mechanics, vol. 27, no. 11, pp. 1941–1944, 2006. View at Google Scholar · View at Scopus
  5. N. R. Morgenstem and J. S. Tchalenko, “Microscopic structure in kaolin subjected to direct shear,” Geotechnique, vol. 17, no. 4, pp. 309–328, 1967. View at Google Scholar
  6. Q. Yang, H. Zhang, and M. Luan, “Testing study on shear strength of unsaturated expansive soils,” Chinese Journal of Rock Mechanics and Engineering, vol. 23, no. 3, pp. 420–425, 2004. View at Google Scholar · View at Scopus
  7. S.-B. Dai, J. Huang, and L. Xia, “Analysis of mineral composition and chemical components of expansive soil in North Hubei,” Rock and Soil Mechanics, vol. 26, supplement 1, pp. 296–299, 2005. View at Google Scholar · View at Scopus
  8. A. A. Al-Rawas, A. W. Hago, and H. Al-Sarmi, “Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman,” Building and Environment, vol. 40, no. 5, pp. 681–687, 2005. View at Publisher · View at Google Scholar · View at Scopus
  9. B. R. Phani Kumar and R. S. Sharma, “Effect of fly ash on engineering properties of expansive soils,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 130, no. 7, pp. 764–767, 2004. View at Publisher · View at Google Scholar · View at Scopus
  10. Y. Xie, Z.-H. Chen, and G. Li, “Research of thermal effects on shear strength and deformation characteristics of unsaturated bentonite soils,” Chinese Journal of Geotechnical Engineering, vol. 27, no. 9, pp. 1082–1085, 2005. View at Google Scholar · View at Scopus
  11. A. A. Basma, A. S. Al-Homoud, A. I. Husein Malkawi, and M. A. Al-Bashabsheh, “Swelling-shrinkage behavior of natural expansive clays,” Applied Clay Science, vol. 11, no. 2-4, pp. 211–227, 1996. View at Google Scholar · View at Scopus
  12. Z.-H. Chen, Y. Xie, S.-G. Sun, X.-W. Fang, and G. Li, “Temperature controlled triaxial apparatus for soils and its application,” Chinese Journal of Geotechnical Engineering, vol. 27, no. 8, pp. 928–933, 2005. View at Google Scholar · View at Scopus
  13. S. M. Rao and P. Shivananda, “Role of curing temperature in progress of lime-soil reactions,” Geotechnical and Geological Engineering, vol. 23, no. 1, pp. 79–85, 2005. View at Publisher · View at Google Scholar · View at Scopus
  14. K. Harishkumar and K. Muthukkumaran, “Study on swelling soil behaviour and its improvements,” International Journal of Earth Sciences and Engineering, vol. 4, no. 6, pp. 19–25, 2011. View at Google Scholar
  15. X.-W. Li, L.-W. Kong, A.-G. Guo, and Y. Zhang, “Strength characteristics of expansive soil considering effect of hydrous state,” Rock and Soil Mechanics, vol. 29, no. 12, pp. 3193–3198, 2008. View at Google Scholar · View at Scopus
  16. Y. Xie, Z.-H. Chen, and G. Li, “Thermo-nonlinear model for unsaturated expansive soils,” Rock and Soil Mechanics, vol. 28, no. 9, pp. 1937–1942, 2007. View at Google Scholar · View at Scopus
  17. D. de Bruyn and J.-F. Thimus, “The influence of temperature on mechanical characteristics of boom clay: the results of an initial laboratory programme,” Engineering Geology, vol. 41, no. 1–4, pp. 117–126, 1996. View at Google Scholar · View at Scopus
  18. H. Xiao, K. Teng, H. Xu et al., “Experimental study on deformation of nanning expansive soil consodidation and creep coupling,” Journal of Hunan University of Technology, vol. 23, no. 5, pp. 1–6, 2009. View at Google Scholar
  19. X.-D. Ou, H. Wu, and D. Zhou, “Comparative study on thermodynamics characteristics of red clay and expansive soils in Guangxi,” Rock and Soil Mechanics, vol. 26, no. 7, pp. 1068–1072, 2005. View at Google Scholar · View at Scopus
  20. C. Bao, “Behavior of unsaturated soil and stability of expansive soil slope,” Chinese Journal of Geotechnical Engineering, vol. 26, no. 1, pp. 1–15, 2004. View at Google Scholar
  21. T. Mao and L. Xia, “Experimental research on microstructure of expansive soil in north of Hubei province,” Journal of Huazhong University of Science and Technology Urban Science, vol. 27, no. 2, pp. 48–52, 2010. View at Google Scholar
  22. A. T. Corey, “Meaeurement of water and air pemeability in unsaturated soil,” Proceedings of the Soil Science Society of America, no. 21, pp. 7–10, 1957. View at Google Scholar
  23. L. Zhan, Field and Laboratory Study of an Unsaturated Expansive Soil Associated with Rain-Induced Slope Instability, The Hong Kong University of Science and Technology (HKUST), Hong Kong, 2003.