Experimental Study on the Influence of Different Cooling Rate to Frost Heave of Silty Clay

Article Preview

Abstract:

Freezing temperature is one of the main factors of soil frost heave, and different cooling modes will also have an effect on frost heave. To study the influence of stepwise cooling mode to frost heave of silty clay, this paper did the tests of frost heave on the silty clay in stepwise cooling mode and continuous cooling mode respectively, which got versus time of temperature gradient field and frost heave amount in the phenomena of frost heave and frost shrinkage by the two cooling modes. It turns out that stepwise cooling mode will produce greater frost heave and larger frost heave rate, and when frost shrinkage phenomenon occurs, the amount of frost shrinkage is bigger also. Its mechanism lies in the cooling rate with stepwise cooling mode is smaller than that with continuous cooling mode, and it can promote the water migration.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 912-914)

Pages:

136-140

Citation:

Online since:

April 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Li Ping, Xu Xuezu, Chen Fengfeng. State and Progress of Research on the Frozen Fringe and Frost Heave Prediction Models[J]. Journal of Glaciology and Geocryology, 2000, 22(1): 90-95.

Google Scholar

[2] Peng Liyun, Liu Jiankun, Tian Yahu. Study on frost heaving property of silty caly[J]. Hydrogeology and Engineering Geology, 2009, 36(6): 62-67.

Google Scholar

[3] ZHAO Huixin, WU Zhiqin, LI Zhaoyu. Experimental Study on Frost heave of Silty Clay in Seasonally Frost Soil Regions[J]. Procedia Engineering 28(2012)282–286.

DOI: 10.1016/j.proeng.2012.01.720

Google Scholar

[4] ZHOU Guo-qing. Analysis of mechanism of rest raining soil freezing swelling by using intermission method[J]. Journal of China University of Mining and Technology, 1999, 28(5): 413-416.

Google Scholar

[5] SHANG Xiang-yu, ZHOU Guo-qing, LIANG Heng-chang. Research on a kind of freezing mode inclining to frost heave in frozen soil[J]. Rock and Soil Mechanics, 2007, 28: 107: 110.

Google Scholar

[6] Xueyan Xu,Linlin Yu. Investigation into frost-heave characteristics of undisturbed silty clay with different artificial freezing models[C] Recent Development of Research on Permafrost Engineering and Cold Region Environment. Lanzhou: Lanzhou University Press,2009: 630 - 634.

Google Scholar

[7] YU Lin-lin, XU Xue-yan, MA Chen. Combination effect of seasonal freezing and artificial freezing on frost heave of silty clay[J]. J. Cent. South Univ. Technol. (2010)17: 163-168.

DOI: 10.1007/s11771-010-0026-2

Google Scholar

[8] Sally Shoop A, et al. Moisture migration during freeze and thaw of unsaturated soils: modeling an large scale experiments[J]. Cold Regions Science and Technology, 1997(25): 33-45.

DOI: 10.1016/s0165-232x(96)00015-8

Google Scholar