A description of internal erosion by suffusion and induced settlements on cohesionless granular matter
详细信息    查看全文
  • 作者:Luc Sibille ; Didier Marot ; Yacine Sail
  • 关键词:Erodimeter ; Flow power ; Granular media ; Internal erosion ; Suffusion
  • 刊名:Acta Geotechnica
  • 出版年:2015
  • 出版时间:December 2015
  • 年:2015
  • 卷:10
  • 期:6
  • 页码:735-748
  • 全文大小:7,595 KB
  • 参考文献:1.Alexis A, Le Bras G, Thomas P (2004) Experimental bench for study of settling-consolidation soil formation. Geotech Test J 27:557鈥?67
    2.Bendahmane F, Marot D, Alexis A (2008) Experimental parametric study of suffusion and backward erosion. J Geotech Geoenviron Eng 134:57鈥?7CrossRef
    3.Bonelli S (ed) (2012) Erosion in geomechanics applied to dams and levees. ISTE, Wiley
    4.Bonelli S, Marot D (2011) Micromechanical modeling of internal erosion. Eur J Environ Civil Eng 15:1207鈥?224CrossRef
    5.Burenkova VV (1993) Assessment of suffusion in noncohesive and graded soils. In Proceeding 1st Conference Geo-Filters, Karlsruhe, Germany, Balkema, Rotterdam, The Netherlands, pp 357鈥?60
    6.Chang DS, Zhang LM (2011) A stress-controlled erosion apparatus for studying internal erosion in soils. Geotech Test J 34(6):579鈥?89MathSciNet
    7.Chang DS, Zhang LM (2013) Critical hydraulic gradients of internal erosion under complex stress states. J Geotech Geoenviron Eng 139(9):1454鈥?467CrossRef
    8.Fell R, Fry JJ (2007) Internal erosion of dams and their foundations. Taylor & Francis Publisher, London
    9.Kenney TC, Lau D (1985) Internal stability of granular filters. Can Geotech J 22:215鈥?25CrossRef
    10.Kovacs G (1981) Seepage hydraulic. Elsevier, Amsterdam
    11.Lade PV, Yamamuro JA (1997) Effects of non plastic fines on static liquefaction of sands. Can Geotech J 34(6):918鈥?28CrossRef
    12.Li M (2008) Seepage induced instability in widely graded soils. PhD Thesis, University of British Colombia, Vancouver
    13.Li M, Fannin J (2008) Comparison of two criteria for internal stability of granular soil. Can Geotech J 45:1303鈥?309CrossRef
    14.Marot D, Bendahmane F, Rosquo毛t F, Alexis A (2009) Internal flow effects on isotropic confined sand鈥揷lay mixtures. Soil Sediment Contam 18:294鈥?06CrossRef
    15.Marot D, Regazzoni PL, Wahl T (2011) Energy based method for providing soil surface erodibility rankings. J Geotech Geoenviron Eng 137:1290鈥?294CrossRef
    16.Marot D, Le VD, Garnier J, Thorel L, Audrain P (2012) Study of scale effect in an internal erosion mechanism. Eur J Environ Civil Eng 16:1鈥?9CrossRef
    17.Marot D, Bendahmane F, Nguyen HH (2012) Influence of angularity of coarse fraction grains on internal erosion process. La Houille Blanche 6:47鈥?3CrossRef
    18.Moffat R, Fannin RJ (2006) A large permeameter for study of internal stability in cohesionless soils. Geotech Test J 29:1鈥?
    19.Moffat R, Herrera P (2014) Hydromechanical model for internal erosion and its relationship with the stress transmitted by the finer soil fraction. Acta Geotechnica. doi:10.鈥?007/鈥媠11440-014-0326-z
    20.Perzlmaier S (2007) Hydraulic criteria for internal erosion in cohesionless soil. In: Fell R, Fry JJ (eds) Internal erosion of dams and their Foundations. Taylor & Francis, London, pp 179鈥?90
    21.Reddi LN, Lee I, Bonala MVS (2000) Comparison of internal and surface erosion using flow pump test on a sand-kaolinite mixture. Geotech Test J 23:116鈥?22CrossRef
    22.Sail Y, Marot D, Sibille L, Alexis A (2011) Suffusion tests on cohesionless granular matter. Eur J Environ Civil Eng 15:799鈥?17
    23.Scholt猫s L, Hicher PY, Sibille L (2010) Multiscale approaches to describe mechanical responses induced by particle removal in granular materials. Comptes Rendus M茅canique (CRAS) 338(10鈥?1):627鈥?38MATH CrossRef
    24.Shire T, O鈥橲ullivan C (2013) Micromechanical assessment of an internal stability criterion. Acta Geotech 8:81鈥?0. doi:10.鈥?007/鈥媠11440-012-0176-5 CrossRef
    25.Sibille L, Lomin茅 L, Poullain P, Sail Y, Marot D (2015) Internal erosion in granular media: direct numerical simulations and energy interpretation. Hydrol Process 29(9):2149鈥?163. doi:10.鈥?002/鈥媓yp.鈥?0351 CrossRef
    26.Skempton AW, Brogan JM (1994) Experiments on piping in sandy gravels. G茅otechnique 44:449鈥?60CrossRef
    27.Sterpi D (2003) Effects of the erosion and transport of fine particles due to seepage flow. Int J Geomech 3:111鈥?22CrossRef
    28.Tong AT, Catalano E, Chareyre B (2012) Pore-scale flow simulations: model predictions compared with experiments on bi-dispersed granular assemblies. Oil Gas Sci Technol 67(5):743鈥?52. doi:10.鈥?516/鈥媜gst/鈥?012032 CrossRef
    29.Vallejo LE (2001) Interpretation of the limits in shear strength in binary granular mixtures. Can Geotech J 38:1097鈥?104CrossRef
    30.Vincens E, Witt KJ, Homberg U (2014) Approaches to determine the constriction size distribution for understanding filtration phenomena in granular materials. Acta Geotechnca. doi:10.鈥?007/鈥媠11440-014-0308-1
    31.Wan CF, Fell R (2008) Assessing the potential of internal instability and suffusion in embankment dams and their foundations. J Geotech Geoenviron Eng 134:401鈥?07CrossRef
    32.Wood DM, Maeda K, Nukudani E (2010) Modelling mechanical consequences of erosion. G茅otechnique 60(6):447鈥?57CrossRef
  • 作者单位:Luc Sibille (1) (2)
    Didier Marot (1)
    Yacine Sail (1)

    1. Institut GeM, UN-ECN-CNRS, Nantes Universit茅, 44600, Saint-Nazaire, France
    2. CNRS, 3SR, Universit茅 Grenoble Alpes, 38000, Grenoble, France
  • 刊物类别:Engineering
  • 刊物主题:Continuum Mechanics and Mechanics of Materials
    Geotechnical Engineering
    Soil Science and Conservation
    Granular Media
    Structural Mechanics
  • 出版者:Springer Berlin / Heidelberg
  • ISSN:1861-1133
文摘
Cohesionless granular matter subjected to internal flow can incur an internal erosion by suffusion characterized by a migration of its finest constituting particles. A series of suffusion tests is performed on assemblies of gap-graded glass beads using a large oedo-permeameter device. Two successive processes of erosion can be observed during the tests. First, a suffusion process is characterized by a progressive and diffuse migration of fine particles over a long time period. The second process, induced by the first one, is characterized by a strong migration over a short time period (blowout of fine particles) and produces rapidly large settlement of specimen. Time series of hydraulic conductivity, longitudinal profile of specimen density, eroded mass and axial deformation are analyzed. The initial content of fine particles and the history of hydraulic loading appear as key parameters in the suffusion development. To characterize the suffusion development, erosion rate is investigated according to the power expended by the seepage flow, and a new law of erosion by suffusion is proposed. Keywords Erodimeter Flow power Granular media Internal erosion Suffusion

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700