LEI Sheng-you, LI Zhi-yuan, WANG Ji-qing, LIU Zhao. Effect of water content on strength of unsaturated loess[J]. Journal of Traffic and Transportation Engineering, 2012, 12(1): 1-5. doi: 10.19818/j.cnki.1671-1637.2012.01.001
Citation: LEI Sheng-you, LI Zhi-yuan, WANG Ji-qing, LIU Zhao. Effect of water content on strength of unsaturated loess[J]. Journal of Traffic and Transportation Engineering, 2012, 12(1): 1-5. doi: 10.19818/j.cnki.1671-1637.2012.01.001

Effect of water content on strength of unsaturated loess

doi: 10.19818/j.cnki.1671-1637.2012.01.001
Funds:

National Natural Science Foundation of China 59479017

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  • Author Bio:

    LEI Sheng-you(1965-), Male, Chengcheng, Shaanxi, Professor of Chang'an University, PhD, Research on Geomechanics, +86-29-82335310, rongrongl1085310@sina.com

  • Received Date: 2011-10-22
  • Publish Date: 2012-02-25
  • Loess suction's contribution to its strength was regarded as the increment of minor principal stress.The increment was gained by analyzing the Mohr's circle geometric figure of loess ultimate stress.When loess was in ultimate state at failure, a computation method of loess strength was put forward under the condition that the cohesion and the internal friction angle synchronously changed, the relationship between the strength indexes and water content was obtained, and the relationship curves of major principal stress and water content of unsaturated loess were analyzed at failure.Computation result shows that the changing rules of computation curves and test curves for major principal stress are same, their difference becomes smaller with the increase of water content, the maximum is 11.63%, and the minimum is 1.59%, so the method is credible.With the increase of water content, when the cohesion and the internal friction angle both change, the computation value of major principal stress is larger than the value only when the cohesion changes, their relative error range is 1.26-2.17 times, which indicates that the influence of water content on the strength of unsaturated loess is significant.

     

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  • [1]
    LIU Chun, DING Li. Strength characteristics of unsaturated loess based on general tri-axial test[J]. Geology and Prospecting, 2002, 38(5): 89-91.
    [2]
    FENG Zhi-yan, QIU Ben-sheng, XIE Ding-yi. Experimental study of triaxial test of loess[J]. Journal of Xi'an University of Architecture and Technology: Natural Science Edition, 2010, 42(6): 803-808.
    [3]
    CHEN Hui, WEI Chang-fu, LI Huan, et al. A modified weighing-outflow method for measuring soil-water characteristic curve of unsaturated soils[J]. Rock and Soil Mechanics, 2010, 31(7): 2141-2145, 2152.
    [4]
    GUAN Liang, CHEN Zheng-han, HUANG Xue-feng, et al. Study on the strength character of unsaturated loess by three-dimensional tests[J]. Building Science, 2011, 27(11): 55-57, 78.
    [5]
    XIE Ni, ZOU Wei-lie, YAN Qiu-rong, et al. Experimental research on response of a loess subgrade slope to artificial rainfall[J]. Journal of Sichuan University: Engineering Science Edition, 2009, 41(4): 31-36.
    [6]
    WANG Zhao, ZOU Wei-lie, LI Xia. Measurement and application of suction in unsaturated soils[J]. Journal of SichuanUniversity: Engineering Science Edition, 2004, 36(2): 1-6.
    [7]
    LIN Hong-zhou, LU He, LIU Bang-an, et al. Variation of matric suction of unsaturated soil measured by using tensiometer and its engineering practice[J]. Geotechnical Investigation and Surveying, 2007(7): 7-10.
    [8]
    LEI Sheng-you. Analysis on the strength property of reinforced earth retaining structure(wall)in the V-shaped gully[J]. Journal of Chongqing Jiaotong University, 2001, 20(1): 65-68, 73.
    [9]
    LEI Sheng-you. Study of shear strength of reinforced soils considering soil damage due to reinforcements[J]. Journal of China Three Gorges University: Natural Sciences, 2010, 32(6): 42-46. http://search.cnki.net/down/default.aspx?filename=WHYC201006011&dbcode=CJFD&year=2010&dflag=pdfdown
    [10]
    ZHAO Hui-li, ZHANG Mi, LI Zhao-ping. The study of water content influence on unsaturated soil shear strength by test[J]. Journal of Shijiazhuang Railway Institute, 2001, 14(4): 30-33.
    [11]
    CHENG Bin. The relationship between shear strength and water content of Q3 loess in North Shaanxi and its engineering applying[D]. Xi'an: Xi'an Coal Research Institute, 2007.
    [12]
    DANG Jin-qian, LI Jing. The structural strength and shear strength of unsaturated loess[J]. Journal of Hydraulic Engineering, 2001(7): 79-83, 90.
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