Experimental and numerical analysis on the responses of slope under rainfall
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  • 作者:X. B. Lu (1) xblu@imech.ac.cn
    T. L. Ye (1)
    X. H. Zhang (1)
    P. Cui (2)
    K. H. Hu (2)
  • 关键词:Debris flow – ; Landslide – ; Initiation of debris flow – ; Rainfall
  • 刊名:Natural Hazards
  • 出版年:2012
  • 出版时间:October 2012
  • 年:2012
  • 卷:64
  • 期:1
  • 页码:887-902
  • 全文大小:1,016.6 KB
  • 参考文献:1. Aleotro P (2004) A warning system for rainfall-induced shallow failures. Eng Geol 73:247–265
    2. Anderson SA, Sitar N (1995) Analysis of rainfall-induced debris flow. J Geotech Eng 121(7):544–552
    3. Brooks RH, Corey AT (1964) Hydraulic properties of porous media. Civil Engineering Dept., Colorado State University, Hydrological Paper 3
    4. Brooks RH, Corey AT (1966) Properties of porous media affecting fluid flow. J Irrigation Drainage Div ASCE 92:61–88
    5. Chen CY, Chen TC, Yu FC, Yu WH, Tseng CC (2005) Rainfall duration and debris-flow initiated studies for real-time monitoring. Environ Geol 47:715–724
    6. Chen XQ, Cui P, Feng ZL, Chen J, Li Y (2006) Artificial rainfall experimental study on landslide translation to debris flow. Chin J Rock Mech Eng 25(1):106–116 (in Chinese)
    7. Collins BD, Znidarcic D (1999) Stability analyses of rainfall induced landslide. ASCE J Geotech Geoenviron Eng 130(4):362–372
    8. Corey AT (1954) The interrelation between gas and oil relative permeabilities. Prod Mon 19(1):38–41
    9. Cui P (1992a) Study on condition and mechanisms of debris flow initiation by means of experiment. Chin Sci Bull 37(9):759–763 (in Chinese)
    10. Cui P (1992b) A study on theoretical methods of forecasting debris flow. Interpraevent 1992-Bern 5:307–321
    11. Cui P, Liu SJ, Tan WP (2000) Progress of debris flow forecast in China. J Nat Disasters 9(2):10–15 (in Chinese)
    12. Cui P, Ge YG, Zhuang JQ, Wang DJ (2009) Soil evolution features of debris flow waste-shoal land. J Mt Sci 6(2):181–188
    13. Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York
    14. Godt JW, Baum R, Lu N (2009) Can landslides occur under unsaturated soil conditions? Geophys Res Lett 36:L02403
    15. Iverson RM (1992) The physics of debris flows. Rev Geophys 35(3):245–296
    16. Iverson RM, Reid ME, LaHusen RG (1997) Debris-flow mobilization from landslides. Annu Rev Earth Planet Sci 25:85–138
    17. Iverson RM, Reid ME, Iverson NR, LuHusen RG, Logan M, Mann JE, Brien DL (2000) Acute sensitivity of landslide rates to initial soil porosity. Science 290(5491):513–516
    18. Lu XB, Cui P (2010) On the study of water film in saturated soils. Int J Sediment Res 25:221–232
    19. Lu N, Godt J (2008) Infinite slope stability analysis under steady unsaturated seepage conditions. Water Resour Res 44:W11404
    20. Lu N, Likos WJ (2006) Suction stress characteristic curve for unsaturated soils. J Geotech Geoenviron Eng 132(2):131–142
    21. Lu XB, Zheng ZM (2006) Formation of water film in saturated sand. Acta Mech Sinica 22:377–383
    22. Lu XB, Cui P, Hu KH, Zhang XH (2010a) The initiation and development of water film by seepage. J Mt Sci 7:361–366
    23. Lu N, Godt J, Wu D (2010b) A closed-form equation for effective stress in variably saturated soil. Water Resour Res 46:W05515
    24. Lu XB, Ye TL, Cui P, Hu KH, Chen XQ (2011) Numerical investigation on the initiation mechanism of debris-flow under rainfall. J Mt Sci 8:619–628
    25. Reid ME, LaHusen RG, Iverson RM (1997) Debris-flow initiation experiments using diverse hydrologic triggers. In: Chen C-L (ed) Debris-flow hazards mitigation: mechanics, prediction, and assessment. ASCE, pp 1–11
    26. Tang C, Liang JT (2008) Characteristics of debris flows in Beichuan epicenter of the Wenchuan earthquake triggered by rainstorm on September 24, 2008. J Eng Geol 16(6):751–758 (in Chinese)
    27. Tang C, Tie YB (2009) Reconnaissance and analysis on the Rainstorm induced debris flow in Weijiagou valley of Beichuan City after the Wenchuan earthquake. J Mt Sci 27(5):625–630 (in Chinese)
    28. Ye TL, Lu XB, Cui P, Hu KH (2012) Experimental study of the initiation of debris flow in Beichuan, Sichuan Province. J Mt Sci (being printed, in Chinese)
    29. Zhang LL, Zhang LM, Tang WH (2005) Rainfall-induced slope failure considering variability of soil properties. Geotechnique 55(2):183–188
    30. Zhuang JQ, Cui P, Hu KH, Chen XQ, Ge YG (2010). Characteristics of earthquake-triggered landslides and post-earthquake debris flow in Beichuan County. J Mt Sci 7(3):246–254
    31. Zhang LL, Zhang LM, Zhang J, Tang WH (2011) Stability analysis of rainfall-induced slope failure: a review. Geotech Eng 164(GE5):299–315
  • 作者单位:1. Institute of Mechanics, Chinese Academy of Science, Beijing, 100084 China2. Institute of Mountain Hazards and Environment, Chinese Academy of Science, Chengdu, 610041 China
  • ISSN:1573-0840
文摘
Rainfall is an important factor to trigger the slope failure such as landslides and debris flows. First, the relationship between rainfall duration with the initiation of debris flow and rainfall intensity was mainly studied by the series tests in a box model. Then, the rainfall induced responses of slopes and the initiation of slope failure were simulated by using the software FLAC2D based on the soil parameters in Weijia Gully, Beichuan County, Sichuan Province. The effects of the slope angle, rainfall intensity, soil parameters on the development of the stress, and pore pressure in the soil of the slope were analyzed. It indicates that largest displacements in the slope are mainly located near the toe. With the increase of the rainfall intensity, the effective stress in the slope decreases and the displacement increases.

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