• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
ZHU Bao-qiang, ZHOU Cheng. Functions of velocity or displacement along infinite slope soil profiles[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 201-215. DOI: 10.11779/CJGE2016S2034
Citation: ZHU Bao-qiang, ZHOU Cheng. Functions of velocity or displacement along infinite slope soil profiles[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 201-215. DOI: 10.11779/CJGE2016S2034

Functions of velocity or displacement along infinite slope soil profiles

More Information
  • Received Date: May 18, 2016
  • Published Date: October 19, 2016
  • Functions of the velocity or displacement profiles of slope soil are suggested for describing the slow motiont of natural slopes. Dual or triple piecewise empirical functions are suggested and compared with the field measured results respectively from the shear zone to the rigid zone. Owing to that the slope soil does not rigorously obey the assumption of rigid body, continuous rather piecewise functions of velocity and displacement for the whole soil slope are directly solved from the Newton's equation of motion formulated by Bingham model and compared with the measured results. In conclusion, the two methods for description of slow motion of soil slopes are discussed.
  • [1]
    CASCINI L, CALVELLO M, GRIMALDI G M. Displacement trends of slow-moving landslides: classification and forecasting[J]. Journal of Mountain Science, 2014, 11(3): 592-606.
    [2]
    DESAI C S, SAMTANI N C, VULLIET L. Constitutive modeling and analysis of creeping slopes[J]. Journal of Geotechnical Engineering, ASCE, 1995, 121(1): 43-56.
    [3]
    ANGELI M G, GASPARETTO P, MENOTTI R M, et al. A visco-plastic model for slope analysis applied to a mudslide in Cortina d'Ampezzo, Italy[J]. Quarterly Journal of Engineering Geology, 1996, 29(3): 233-240.
    [4]
    CRISTESCU N D, CAZACU O, CRISTESCU C. A model for slow motion of natural slopes[J].Canadian Geotechnical Journal, 2002, 39(4): 924-937.
    [5]
    VAN ASCH T W J, VAN BEEK L P H , BOGAARD TA. Problems in predicting the mobility of slow-moving landslides[J]. Engineering Geology, 2007, 91(1): 46-55.
    [6]
    MONTASSAR S, DE BUHAN P. Numerical prediction of liquefied ground characteristics from back-analysis of lateral spreading centrifuge experiments[J]. Computers and Geotechnics, 2013, 52(32): 7-15.
    [7]
    JEONG S W. Determining the viscosity and yield surface of marine sediments using modified Bingham models[J]. Geosciences Journal, 2013, 17(3): 241-247.
    [8]
    JEONG S W, LEROUEIL S, AND LOCAT J. Applicability of power law for describing the rheology of soils of different origins and characteristics[J]. Canadian Geotechnical Journal, 2009, 46(9): 1011-1023.
    [9]
    SAVAGE W Z, CHLEBORAD A F. A model for creeping flow in landslides[J]. Bulletin of the Association of Engineering Geologists, 1982, 19(4): 333-338.
    [10]
    SATMANI N C, DESAI C S, VULLIET L. An interface model to describe viscoplastic behavior[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1996, 20(4): 231-252.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return