Research on Fatigue Accumulative Damage of Expansive Soil in the Alternation of Wetting-Drying Environment

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The shear strength of expansive soil has the obvious varying property with the changing of seasonal climatic. Based on Palmgrem-Miner linear accumulative damage theory, laboratory experiments on the strength of expansive soil combining with different wetting-drying cycle amplitudes were performed to discuss on the fatigue accumulative damage of expansive soil in the alternation of wetting-drying environment. The results show that:(1)The applying sequence of high (low) cycle amplitudes have significant effect upon the fatigue accumulative damage of expansive soil, and the strength attenuation of expansive soil is mainly controlled by the high circulate amplitude. (2) The Palmgrem-Miner linear accumulative damage criterion can basically reflect the fatigue accumulative damage process of expansive soil in the alternation wetting-drying environment, and the value of damage score “D” is close to 1 when the strength of expansive soil is stabled.

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898-902

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] LIAO Shi-wen. Expansive soil and railway engineering [M]. Beijing: China Railway Publishing House, 1984.

Google Scholar

[2] LIU Te-hong. Expansive soil in the engineering construction [M]. Beijing: China Architecture and Building Press, 1997.

Google Scholar

[3] WANG Guo-li, CHEN Sheng-shui, XU Guang-ming. Centrifuge model test on stability of expansive soil slope under alternation between drying and wetting [J]. Hydro-science and Engineering, 2005, (4):6-10.

Google Scholar

[4] YANG He-ping, XIAO Duo. The influence of alternate dry-wet effect on the strength characteristic of expansive soils [J]. Journal of Changsha University of Science and Technology(Natural Science), 2005, 2(2):1-5.

Google Scholar

[5] LIU Yi-hu, YANG Guo-lin, HUANG Xiang-jing. Test study on subgrade failure mechanism of expansive soil with water under wetting-drying cycle [J]. Journal of China & Foreign Highway, 2006:26(3):30-35.

Google Scholar

[6] LÜ Hai-bo, ZENG Zhao-tian, ZHAO Yan-lin, et al. Experimental studies of strength of expansive soil in drying and wetting cycle [J]. Rock and Soil Mechanics, 2009,30(12):3797-3802.

Google Scholar

[7] ZHAO Yan-lin, ZENG Zhao-tian, LU Hai-bo. Wetting and drying cycle influence on expansive soil deformation [J]. Journal of Guilin University of Technology, 2009,29(4):470-473.

Google Scholar

[8] XU Hao. Fatigue strength [M]. Beijing: Higher Education Press, 1988.

Google Scholar

[9] LOU Zhi-wen. Damage mechanics [M]. Xi'an: Xi'an Jiaotong University Press, 1991.

Google Scholar

[10] KONG Ling-wei, CHEN Jian-bin, GUO Ai-guo, et al. Field response tests on expansive soil slopes under atmosphere [J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1065-1073.

Google Scholar