Test Study on Effects of Temperature, Sand Mix Ratios and Dry Density on Soil Water Characteristic Curves of Bentonite-Sand Mixtures

Article Preview

Abstract:

A series of tests on the soil water characteristic curve through moisture balance method were conducted to study the effects of temperature, sand mix ratios and dry density on the soil water characteristic curve of bentonite-sand mixture. The test results show that with the increase of temperature, the water retention capacity of the mixture significantly decreased. Within the test control suction range, sand mix ratios at the low suction had obvious effects on the soil water characteristic curve and at high suction the effects gradually decreased. Dry density had no effects on the soil water characteristic curve of bentonite-sand mixture. In accordance with the test data, an experience model of soil water characteristic curve of bentonite-sand mixtures considering temperature and sand mix ratios is established.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

359-363

Citation:

Online since:

July 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Gary X. Tang,James Graha,James Blatz,et al. Suctions, stresses and strengths in unsaturated sand-bentonite[J]. Engineering Geology,2002, (64):147-156.

DOI: 10.1016/s0013-7952(01)00108-9

Google Scholar

[2] Abel Carlos Jacintoa,María Victoria Villar,Roberto Gómez-Espina,et al. Adaptation of the van Genuchten expression to the effects of temperature and density for compacted bentonites[J]. Applied Clay Science,2009, (42):575-582.

DOI: 10.1016/j.clay.2008.04.001

Google Scholar

[3] E.E. Alonso,E. Romero,C. Hoffmann,et al. Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting[J]. Engineering Geology,2005, (81):213-226.

DOI: 10.1016/j.enggeo.2005.06.009

Google Scholar

[4] Gilson de F. N. Gitirana Jr., Delwyn G. Fredlund, M. ASCE. Soil-Water Characteristic Curve Equation with Independent Properties[J]. Journal of ggeotechnicail and geoenvironmental engineering,2004, 30(2): 205-209.

DOI: 10.1061/(asce)1090-0241(2004)130:2(209)

Google Scholar

[5] YE Wei-min, WAN Min, CHEN Bao,et al. Effect of temperature on soil-water characteristics and hysteresis of compacted Gaomiaozi bentonite[J]. J. Cent. South Univ. Technol. 2009, 16:821-826.

DOI: 10.1007/s11771-009-0136-x

Google Scholar

[6] ZHANG Hu-yuan,ZHANG Ming,CUI Su-li,et al. Determination and modification of soil-water characteristic curves of bentonite-sand mixtures as high-level waste backfill/ buffer material[J]. Chinese Journal of Rock Mechanics and Engineering,2011, 30(2):382-390.

Google Scholar

[7] LIU Yue-miao,WEN Zhi-jian. Study on clay-based materials for the repository[J]. Jmineral petrol,2003, 23 (4):42-45.

Google Scholar

[8] FREDLUND D G, RAHARAJO H. Soil mechanics for unsaturated soil[M]. New York:John Wiley & Sons,Inc. ,1993:78-79.

Google Scholar

[9] DEAN J A. Lange's handbook of chemistry[M]. 15th ed. New York: McGraw-Hill, 1999:4-5.

Google Scholar