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Effect of seepage on change in stress distribution scenario in static and seismic behaviour of earthen dams

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The present study makes an effort to understand the damage of earthen dams under static and seismic loading condition. To make the investigation more realistic, behaviour of earthen dams considering the occurrence of a phreatic line indicating the submerged zone due to seepage within the dam body is considered. In case of earthen dams, homogeneous or nonhomogeneous, the consideration of the occurrence of a phreatic line or seepage line through the dam body is an important part of the earthen dam design methodology. The impervious material properties in the submerged zone below the phreatic line due to seepage may differ a lot in magnitudes as compared to the value of the same materials lying above this line. Hence, to have the exact stress distribution scenarios within the earthen dam, the different material properties above and below the phreatic line are considered in this present study. The study is first carried out by two-dimensional as well as three-dimensional finite element analysis under static loading condition. The work is further extended to observe the effect of seepage due to the consideration of the phreatic line on dynamic characteristics of earthen dams. Free vibration analysis and seismic analysis based on the Complete Quadratic Combination (CQC) method by considering twodimensional and three-dimensional modeling are carried out to present the frequencies, mode shapes and the stress distribution pattern of the earthen dam.
Rocznik
Strony
121--136
Opis fizyczny
Bibliogr. 27 poz., rys., tab.
Twórcy
autor
  • AE and AM Department IEST, Shibpur, INDIA
  • AE and AM Department IEST, Shibpur, INDIA
autor
  • C.E. Department ISM, Dhanbad, INDIA
Bibliografia
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  • [2] Jain S.K. and Lettis W.R. (2001): Preliminary Observations on the Origin and Effect of the January 26, 2001 Bhuj (Gujarat, India) Earthquake”. - EERI Special Earthquake Report supported by EERI’s learning from Earthquake Project, Funded by National Science Foundation.
  • [3] Saeed Poorkarimi Kokaneh, Shahram Maghsoodian, Hossein MolaAbasi and Afshin Kordnaeij (2013): Seepage evaluation of an earth dam using Group Method of Data Handling (GMDH) type neural network: A case study. - Scientific Research and Essays, vol.8, No.3, pp.120-127, (ISSN: 1992-2248).
  • [4] Sivakumar Babu G. and Srivastava A. (2010): Reliability analysis of earth dams. - J. Geotech. Geoenviron. Eng., ASCE, vol.136, No.7, pp.995-998.
  • [5] Karimi H., Hasani H. and Mamizadeh J. (2013): Stability of slope and seepage analysis in earth using numerical models (Case Study: Ilam DAM-Iran). - World Applied Sciences Journal 01/2013; vol.21, No.9, pp.1398-1402.
  • [6] Fu J.F. and Jin S. (2009): A study on unsteady seepage flow through dam. - Journal of Hydrodynamics, vol.21, No.4, pp.499-504.
  • [7] Li G.C. and Desai C.S. (1983): Stress and seepage analysis of earthen dams. - Journal of Geotechnical Engineering ASCE, vol.109, pp.946-960.
  • [8] Griffiths D.V. and Lane P.A. (1999): Slope stability analysis by finite elements. - Geotechnique, vol.49, No.3, pp.387-403.
  • [9] Zheng H., Liu D.F. and Li C.G. (2005): Slope stability analysis based on elasto-plastic finite element method. - Int. J. Numerical Methods in Engg, vol.64, pp.1871-1888.
  • [10] Duncan J.M. (1996): State of the Art: Limit equilibrium and finite-element analysis of slopes. - J. Geotech. Eng., ASCE, vol.122, No.7, pp.577-596.
  • [11] Huy Thanh Pham, Htet Zaw O and Cheng Jing (2013): Stability of slope and seepage analysis in earth dam using numerical finite element model. - Study of Civil Engineering and Architecture (SCEA), vol.2, No.4.
  • [12] Dhariwal A. and Purohit D.G. (2000): Failure philosophy of embankment dams. - Proceedings of 2000 IGC the Millennium Conference, Mumbai, India.
  • [13] Huang T.K. (1996): Stability analysis of an earth dam under steady state seepage. - Comput. Struct., vol.58, No.6, pp.1075-1082.
  • [14] Zeghal M. and Abdel-Ghaffar A.M. (1992): Local-global finite element analysis of the seismic response of earth dams. - Comput. Struct., vol.42, No.4, pp.569-580.
  • [15] Sarkar P., Dutta S.C. and Nandi N. (2003): A critical review of dam analysis methodologies. - Int. J. App. Mech. Eng., vol.8, No.3, pp.461-482.
  • [16] Nandi N., Dutta S.C. and Roychowdhury A. (2005): Analysis on shear failure of earthen dams. - International Journal on Dam Engineering, vol.15, No.4, pp.255-282.
  • [17] Nandi N., Dutta S.C. and Roychowdhury A. (2010): Explanation of seismic failure possibilities through dynamic and response analysis of earthen dams. - International Journal of Dam Engineering, vol.21, No.1, pp 45-67.
  • [18] Nandi N. (2008): Free vibration characteristics of earthen dams. - International Journal of Mechanics and Solids (ISSN 0973-1881), vol.3, No.1, pp.43-59.
  • [19] Clough R.W. and Chopra A.K. (1987): Earthquake stress analysis in earthen dams. - J. Eng. Mech. Div. ASCE, vol.92 (EM 2), pp.197-210.
  • [20] Makdisi F.I. and Seed H.B. (1977): A simplified procedure for estimating earthquake-induced deformations in dams and embankments. - Earthquake Engineering Research Centre, University of California, Berkeley, (UCB/EERC-77/19).
  • [21] Desai C.S. and Abel J.F. (1987): Introduction to the Finite Element Method. - CBS, India.
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  • [23] Chopra A.K. (2001): Dynamics and structures. - Pearson education (Singapore) Pte. Ltd., India Branch, Delhi 110 092.
  • [24] Murthy V.N.S. (1989): Soil Mechanics and Foundation Engineering. - Sri Kripa Technical Consultants, Bangalore-560 070.
  • [25] Bowles J.E. (1996): Foundation Analysis and Design. - McGraw-Hill, Inc. 4th International Edition.
  • [26] Winterkorn H.F. and Fang H.Y. (1986): Foundation Engineering Hand Book. - Galgotia Book Source, Van Nostrand Reinhold Comp. Inc.
  • [27] Available in article ‘Dams’ in the website http://geoinfo.use.edu/gees/RecentEQ/India-Gujarat/Report/dams.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-87dd69ab-80cc-4563-bdf8-4d06f48aa000
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