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Parametric study of the earth dam's behaviour subjected to earthquake


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ABAQUS V.610 (2010) Manuel. ABAQUS V.610 2010 Manuel. Search in Google Scholar

Ahangar-Asr, A., Toufigh, M.M., Salajegheh, A., 2012. Determination of the most probable slip surface in 3D slopes considering the effect of earthquake force direction. Computers & Geosciences, Volume 45, pp. 119–130. Ahangar-AsrA. ToufighM.M. SalajeghehA. 2012 Determination of the most probable slip surface in 3D slopes considering the effect of earthquake force direction Computers & Geosciences 45 119 130 10.1016/j.cageo.2011.10.024 Search in Google Scholar

Bakir, B.S., Akiş, E., 2005. Analysis of highway embankment failure associated with the 1999 Düzce, Turkey earthquake. Soil Dynamics and Earthquake Engineering, Volume 25, pp. 251–260 BakirB.S. AkişE. 2005 Analysis of highway embankment failure associated with the 1999 Düzce, Turkey earthquake Soil Dynamics and Earthquake Engineering 25 251 260 10.1016/j.soildyn.2003.05.001 Search in Google Scholar

Basudhar, P.K., Rao, N.S.V. K, Bhookya, M., and Dey, A., (2010) “2D FEM Analysis of Earth and Rockfill Dams under Seismic Condition”. Fifth International conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics”, San Diego California. May 24–29 2010. BasudharP.K. RaoN.S.V. K BhookyaM. DeyA. 2010 “2D FEM Analysis of Earth and Rockfill Dams under Seismic Condition” Fifth International conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics” San Diego California May 24–29 2010 Search in Google Scholar

Biondi, G., Cascone, E., Maugerie, M., Motta, E., 2000. Seismic response of saturated cohesion less slopes. Soil Dynamics and Earthquake Engineering, Volume 26, pp. 209–215. BiondiG. CasconeE. MaugerieM. MottaE. 2000 Seismic response of saturated cohesion less slopes Soil Dynamics and Earthquake Engineering 26 209 215 10.1016/S0267-7261(00)00051-8 Search in Google Scholar

Biondi, G., Cascone, E., Maugerie, 2002. Flow and deformation failure of sandy slopes. Soil Dynamics and Earthquake Engineering, Volume 22, Issues 9–12, pp. 1103–1114. BiondiG. CasconeE. Maugerie 2002 Flow and deformation failure of sandy slopes Soil Dynamics and Earthquake Engineering 22 9–12 1103 1114 10.1016/S0267-7261(02)00136-7 Search in Google Scholar

Bishop, A.W., 1955. The use of the slip circle in the stability analysis of slopes. Geotechnique, Volume 5, Issue 1, March 1955, pp. 7–17. BishopA.W. 1955 The use of the slip circle in the stability analysis of slopes Geotechnique 5 1 March 1955 7 17 10.1680/geot.1955.5.1.7 Search in Google Scholar

Chang, Y. L., Huang, T. K., 2005. Slope stability analysis using strength reduction technique. Journal of the Chinese Institute of Engineers, Volume 28 (2), pp. 231–240. ChangY. L. HuangT. K. 2005 Slope stability analysis using strength reduction technique Journal of the Chinese Institute of Engineers 28 2 231 240 10.1080/02533839.2005.9670990 Search in Google Scholar

Choudhury, D., Mohd. Ahmed, S., 2007. Stability of water front retaining wall subjected to pseudo-static earthquake forces. Ocean Engineering, Volume 34, pp. 1947–1954. ChoudhuryD. Mohd. AhmedS. 2007 Stability of water front retaining wall subjected to pseudo-static earthquake forces Ocean Engineering 34 1947 1954 10.1016/j.oceaneng.2007.03.005 Search in Google Scholar

Cihan, K., Yuksel, Y., Berilgen, M., Cevik, E.O., 2012. Behavior of homogeneous rubble mound breakwaters materials under cyclic loads. Soil Dynamics and Earthquake Engineering, Volume 34, pp. 1–10. CihanK. YukselY. BerilgenM. CevikE.O. 2012 Behavior of homogeneous rubble mound breakwaters materials under cyclic loads Soil Dynamics and Earthquake Engineering 34 1 10 10.1016/j.soildyn.2011.10.009 Search in Google Scholar

Colomer Mendoza, F.J., Ferrer Gisbert, A., Gallardo Izquierdo, A., Bovea, M.D., 2009. Safety factor nomograms for homogeneous earth dams less than ten meters high. Engineering Geology, Volume 105, pp. 231–238. Colomer MendozaF.J. Ferrer GisbertA. Gallardo IzquierdoA. BoveaM.D. 2009 Safety factor nomograms for homogeneous earth dams less than ten meters high Engineering Geology 105 231 238 10.1016/j.enggeo.2009.01.001 Search in Google Scholar

Di Maio, C., Vassallo, R., Vallario, M., Pascale, S., Sdao, F., 2010. Structure and kinematics of a landslide in a complex clayey formation of the Italian Southern Apennines. Engineering Geology, Volume 116, Issues 3–4, pp. 311–322. Di MaioC. VassalloR. VallarioM. PascaleS. SdaoF. 2010 Structure and kinematics of a landslide in a complex clayey formation of the Italian Southern Apennines Engineering Geology 116 3–4 311 322 10.1016/j.enggeo.2010.09.012 Search in Google Scholar

Fellenius, W., 1936. Calculation of the stability of earth dams. Proceedings of 2nd Congress on Large Dams, Volume 4, pp. 445–463. FelleniusW. 1936 Calculation of the stability of earth dams Proceedings of 2nd Congress on Large Dams 4 445 463 Search in Google Scholar

Ferrari, A., Ledesma, A., Gonzalez, D.A., Corominas, J., 2011. Effects of the foot evolution on the behaviour of slow-moving landslides. Engineering Geology, Volume 117, pp. 217–228. FerrariA. LedesmaA. GonzalezD.A. CorominasJ. 2011 Effects of the foot evolution on the behaviour of slow-moving landslides Engineering Geology 117 217 228 10.1016/j.enggeo.2010.11.001 Search in Google Scholar

GEOSTAB V4.07 (2013) Manuel. GEOSTAB V4.07 2013 Manuel. Search in Google Scholar

Griffiths, D. V., Lane, P. A., 1999. Slope stability analysis by finite elements. Geotechnique, Volume 49 (3), pp. 387–403. GriffithsD. V. LaneP. A. 1999 Slope stability analysis by finite elements Geotechnique 49 3 387 403 10.1680/geot.1999.49.3.387 Search in Google Scholar

Hori, T., Ueno, K., Matsushima, K., 2012. Damages of small earth dams induced by the 2011 earthquake of the Pacific Coast of Tohoku. Technical Report in NIRE, 213, pp. 175–199 (in Japanese). HoriT. UenoK. MatsushimaK. 2012 Damages of small earth dams induced by the 2011 earthquake of the Pacific Coast of Tohoku Technical Report in NIRE 213 175 199 (in Japanese). Search in Google Scholar

Janbu, N., 1973. Slope stability computations, Embankment-Dam Engineering. In: Hirschfeld, R.C., Poulos, S.J. (Eds.), Casagrande Volume. John Wiley& Sons, pp. 47–86. JanbuN. 1973 Slope stability computations, Embankment-Dam Engineering In: HirschfeldR.C. PoulosS.J. (Eds.), Casagrande Volume John Wiley& Sons 47 86 Search in Google Scholar

Kahatadeniya, K.S., Nanakorn, P., Neaupane, K.M., 2009. Determination of the critical failure surface for slope stability analysis using ant colony optimization. Engineering Geology, Volume 108 (1–2), pp. 133–141. KahatadeniyaK.S. NanakornP. NeaupaneK.M. 2009 Determination of the critical failure surface for slope stability analysis using ant colony optimization Engineering Geology 108 1–2 133 141 10.1016/j.enggeo.2009.06.010 Search in Google Scholar

Karbor-e-shyadeh, A.H., Soroush, A., 2008. A comparison between seismic behaviors of earth dams with inclined and vertical clay cores a numerical analysis approach. The 14th World Conference on Earthquake Engineering, October 12–17, 2008, Beijing, China. Karbor-e-shyadehA.H. SoroushA. 2008 A comparison between seismic behaviors of earth dams with inclined and vertical clay cores a numerical analysis approach The 14th World Conference on Earthquake Engineering October 12–17, 2008 Beijing, China Search in Google Scholar

Kezdi, A. (1974). Handbook of Soil Mechanics. Elsevier, Amsterdam. KezdiA. 1974 Handbook of Soil Mechanics Elsevier Amsterdam Search in Google Scholar

Loukidis, D., Bandini, P., Salgado, R., 2003. Stability of seismically loaded slopes using limit analysis. Geotechnique, Volume 53 (5), pp. 463–479. LoukidisD. BandiniP. SalgadoR. 2003 Stability of seismically loaded slopes using limit analysis Geotechnique 53 5 463 479 10.1680/geot.2003.53.5.463 Search in Google Scholar

Maula, B.H., Zhang, L., 2011. Assessment of embankment factor safety using two commercially available programs in slope stability analysis. Procedia Engineering, Volume 14, pp. 559–566. MaulaB.H. ZhangL. 2011 Assessment of embankment factor safety using two commercially available programs in slope stability analysis Procedia Engineering 14 559 566 10.1016/j.proeng.2011.07.070 Search in Google Scholar

Mendoza, F.J.C., Gisbert, A.F., Izquierdo, A.G., Bovea, M.D., 2009. Safety factor nomograms for homogeneous earth dams less than ten meters high. Engineering Geology, Volume 105, pp. 231–238. MendozaF.J.C. GisbertA.F. IzquierdoA.G. BoveaM.D. 2009 Safety factor nomograms for homogeneous earth dams less than ten meters high Engineering Geology 105 231 238 10.1016/j.enggeo.2009.01.001 Search in Google Scholar

Moayedi, H., B.K. Huat, B., Mohamed Ali, T.A., Haghighi, A.T., Asadi, A., 2010. Analysis of longitudinal cracks in crest of Doroodzan dam. EJGE 15, Bund. D, pp. 337–347. MoayediH. HuatB.K. B. Mohamed AliT.A. HaghighiA.T. AsadiA. 2010 Analysis of longitudinal cracks in crest of Doroodzan dam EJGE 15 Bund. D, 337 347 Search in Google Scholar

Mohri, Y., Masukawa, S., Hori, T., Ariyoshi, M., 2014. Damage to agricultural facilities. Soils Found. 54 (4), 588–607. MohriY. MasukawaS. HoriT. AriyoshiM. 2014 Damage to agricultural facilities Soils Found 54 4 588 607 10.1016/j.sandf.2014.06.025 Search in Google Scholar

Morgenstern, N.R., Price, V.E., 1965. The analysis of the stability of general slip surfaces. Geotechnique, Volume 15, pp. 9–93. MorgensternN.R. PriceV.E. 1965 The analysis of the stability of general slip surfaces Geotechnique 15 9 93 10.1680/geot.1965.15.1.79 Search in Google Scholar

Obrzud, R., Truty, A. The Hardening Soil Model: A Practical Guidebook in Zsoil. PC 100701 report, revised 31.01.2012. ObrzudR. TrutyA. The Hardening Soil Model: A Practical Guidebook in Zsoil PC 100701 report, revised 31.01.2012. Search in Google Scholar

Özkan, M.Y., Özyazicioglu, M., Aksar, U.D., 2006. An evaluation of Güldürcek dam response during 6 June 2000 Orta earthquake. Soil Dynamics and Earthquake Engineering, Volume 26, pp. 405–419. ÖzkanM.Y. ÖzyaziciogluM. AksarU.D. 2006 An evaluation of Güldürcek dam response during 6 June 2000 Orta earthquake Soil Dynamics and Earthquake Engineering 26 405 419 10.1016/j.soildyn.2005.10.007 Search in Google Scholar

PLAXIS V8.2 Manuel. PLAXIS V8.2 Manuel Search in Google Scholar

Prat, M., Bisch, E., Millard, A., Mestat, P., and Cabot, G. (1995). La modélisation des ouvrages. Hermes, Paris. PratM. BischE. MillardA. MestatP. CabotG. 1995 La modélisation des ouvrages Hermes Paris Search in Google Scholar

Sarma, S.K., 1973. Stability analysis of embankments and slopes. Geotechnique, Volume 23 (3), pp. 423–433. SarmaS.K. 1973 Stability analysis of embankments and slopes Geotechnique 23 3 423 433 10.1680/geot.1973.23.3.423 Search in Google Scholar

Sarma, S.K., 1975. Seismic stability of earth dams and embankments. Geotechnique, Volume 25 (4), pp. 743–761. SarmaS.K. 1975 Seismic stability of earth dams and embankments Geotechnique 25 4 743 761 10.1680/geot.1975.25.4.743 Search in Google Scholar

Sarma, S.K., 1979. Response and stability of earth dams during strong earthquakes. Report Misc. GL-79-13, US Corps of Engineers, Vicksburg, Miss., USA. SarmaS.K. 1979 Response and stability of earth dams during strong earthquakes Report Misc. GL-79-13, US Corps of Engineers Vicksburg, Miss., USA Search in Google Scholar

Sarma, S.K., 1981. Seismic displacement analysis of earth dams. Journal Geotechnical Engineering Division, ASCE, 107, GT12, pp. 1735–1739. SarmaS.K. 1981 Seismic displacement analysis of earth dams Journal Geotechnical Engineering Division, ASCE 107 GT12, 1735 1739 10.1061/AJGEB6.0010709 Search in Google Scholar

Sarma, S.K., 1988. Seismic response and stability of earth dams. Seismic risk assessment and design of building structures, Ed. A. Koridze, Omega Scientific, pp. 143–160 SarmaS.K. 1988 Seismic response and stability of earth dams Seismic risk assessment and design of building structures Ed. KoridzeA. Omega Scientific 143 160 Search in Google Scholar

Sarma, S.K., Barbosa, M.R., 1985. Seismic stability analysis for rockfill with central clay cores. Geotechnique, Volume 35(3), pp. 319–328. SarmaS.K. BarbosaM.R. 1985 Seismic stability analysis for rockfill with central clay cores Geotechnique 35 3 319 328 10.1680/geot.1985.35.3.319 Search in Google Scholar

Sarma, S.K., Chowdhury, R.N., 1996. Simulation of pore pressures in earth structures during earthquakes. Eleventh World Conference on Earthquake Engineering. SarmaS.K. ChowdhuryR.N. 1996 Simulation of pore pressures in earth structures during earthquakes Eleventh World Conference on Earthquake Engineering Search in Google Scholar

Sarma, S.K., Jennings, D.N., 1980. A dynamic pore pressure parameter An. Proc. Int. Symp. Soils Under Cyclic and Transsient Loading, Ed. Pande, Swansea, England, 1 (2), pp. 295–298. SarmaS.K. JenningsD.N. 1980 A dynamic pore pressure parameter An. Proc. Int. Symp. Soils Under Cyclic and Transsient Loading, Ed. Pande, Swansea, England 1 2 295 298 Search in Google Scholar

Sawada, Y., Nakazawa, H., Oda, T., Kobayashi, S., Shibuya, S., Kawabata, T., 2018. Seismic performance of small earth dams with sloping core zones and geosynthetic clay liners using full-scale shaking table tests. Soils and Foundations 58 (2018) 519–533. SawadaY. NakazawaH. OdaT. KobayashiS. ShibuyaS. KawabataT. 2018 Seismic performance of small earth dams with sloping core zones and geosynthetic clay liners using full-scale shaking table tests Soils and Foundations 58 2018 519 533 10.1016/j.sandf.2018.01.003 Search in Google Scholar

Seed, H.B., Lee, K.L., Idriss, I.M., Makdisi, F., 1973. Analysis of the slides in the San Fernando Dams during the earthquake of February 9 1971. Report No. UCB/EERC-88/04, University of California, Berkeley, CA, USA. SeedH.B. LeeK.L. IdrissI.M. MakdisiF. 1973 Analysis of the slides in the San Fernando Dams during the earthquake of February 9 1971 Report No. UCB/EERC-88/04, University of California Berkeley, CA, USA Search in Google Scholar

Seed, H.B., Sultan, H.A.,1967. Stability analysis for a sloping core embankment. Journal of the Soil Mechanics and Foundation Division. ASCE, Volume 93 (4), pp. 69–83. SeedH.B. SultanH.A. 1967 Stability analysis for a sloping core embankment Journal of the Soil Mechanics and Foundation Division. ASCE 93 4 69 83 10.1061/JSFEAQ.0001011 Search in Google Scholar

Sivakumar Babu, G.L., Amit Srivastava, Sahana, V., 2007. Analysis of stability of earthen dams in kachchh region, Gujarat, India. Engineering Geology, Volume 94, Issues 3–4, Pages 123–136. Sivakumar BabuG.L. SrivastavaAmit SahanaV. 2007 Analysis of stability of earthen dams in kachchh region, Gujarat, India Engineering Geology 94 3–4 123 136 10.1016/j.enggeo.2007.05.007 Search in Google Scholar

Spencer, E., 1973. Thrust line criterion in embankment stability analysis. Geotechnique, Volume 23 (1), pp. 85–100. SpencerE. 1973 Thrust line criterion in embankment stability analysis Geotechnique 23 1 85 100 10.1680/geot.1973.23.1.85 Search in Google Scholar

Sultan, H.A., Seed, H.B., 1967. Stability of sloping core earth dams. Journal of the Soil Mechanics and Foundation Division. ASCE, Volume 93 (4), pp. 45–67. SultanH.A. SeedH.B. 1967 Stability of sloping core earth dams Journal of the Soil Mechanics and Foundation Division. ASCE 93 4 45 67 10.1061/JSFEAQ.0001002 Search in Google Scholar

Swan, C. C., Seo, Y.-K., 1999. Limit state analysis of earthen slopes using dual continuum/FEM approaches. International Journal for Numerical and Analytical Methods in Geomechanics, Volume 23 (12), pp. 1359–1371. SwanC. C. SeoY.-K. 1999 Limit state analysis of earthen slopes using dual continuum/FEM approaches International Journal for Numerical and Analytical Methods in Geomechanics 23 12 1359 1371 10.1002/(SICI)1096-9853(199910)23:12<1359::AID-NAG39>3.0.CO;2-Y Search in Google Scholar

Tani, S., 1996. Damage to earth dams. Soils Found. 36, 263–272. TaniS. 1996 Damage to earth dams Soils Found 36 263 272 10.3208/sandf.36.Special_263 Search in Google Scholar

Tomislav, I., 2006. A model for presentation of seismic pore water pressures. Soil Dynamics and Earthquake Engineering, Volume 26, pp. 191–199. TomislavI. 2006 A model for presentation of seismic pore water pressures Soil Dynamics and Earthquake Engineering 26 191 199 10.1016/j.soildyn.2004.11.025 Search in Google Scholar

Ueng, T.S., Wu, C.W., Cheng, H.W., Chen, C.H., 2010. Settlements of saturated clean sand deposits in shaking table tests. Soil Dynamics and Earthquake Engineering, Volume 30, pp. 50–60. UengT.S. WuC.W. ChengH.W. ChenC.H. 2010 Settlements of saturated clean sand deposits in shaking table tests Soil Dynamics and Earthquake Engineering 30 50 60 10.1016/j.soildyn.2009.09.006 Search in Google Scholar

Ueng, T.S., Wu, C.W., Lin, C.Y., Yu, R.Y., 2000. Pore water pressure changes in sands under earthquake loading. 12th World Conference on Earthquake Engineering. UengT.S. WuC.W. LinC.Y. YuR.Y. 2000 Pore water pressure changes in sands under earthquake loading 12th World Conference on Earthquake Engineering Search in Google Scholar

Yu, Y., Xie, L., Zhang, B., 2005. Stability of earth-rockfill dams: Influence of geometry on the three-dimensional effect. Computers and Geotechnics, Volume 32, pp. 326–339. YuY. XieL. ZhangB. 2005 Stability of earth-rockfill dams: Influence of geometry on the three-dimensional effect Computers and Geotechnics 32 326 339 10.1016/j.compgeo.2005.03.003 Search in Google Scholar

Yuan, L., Liu, X., Wang, X., Yang, Y., Yang, Z., 2014. Seismic performance of earth-core and concrete faced rock-fill dams by large-scale shaking table tests. Soil Dyn. Earthquake Eng. 56, 1–12. YuanL. LiuX. WangX. YangY. YangZ. 2014 Seismic performance of earth-core and concrete faced rock-fill dams by large-scale shaking table tests Soil Dyn. Earthquake Eng. 56 1 12 10.1016/j.soildyn.2013.09.019 Search in Google Scholar

Zheng, H., 2012. A three-dimensional rigorous method for stability analysis of landslides. Engineering Geology, Volume 145–146, pp. 30–40. ZhengH. 2012 A three-dimensional rigorous method for stability analysis of landslides Engineering Geology 145–146 30 40 10.1016/j.enggeo.2012.06.010 Search in Google Scholar

Zienkiewicz, O. C., Humpheson, C., Lewis, R.W., 1975. Associated and non associated viscoplasticity and Plasticity in soil mechanics. Geotechnique, Volume 25 (4), pp. 671–689. ZienkiewiczO. C. HumphesonC. LewisR.W. 1975 Associated and non associated viscoplasticity and Plasticity in soil mechanics Geotechnique 25 4 671 689 10.1680/geot.1975.25.4.671 Search in Google Scholar

Zitouni, Z., 1985 Calcul de stabilité aux séismes des talus de barrages en terre par la méthode des blocs. Mémoire de D.E.A, présentée à l’université scientifique et Médicale de Grenoble. ZitouniZ. 1985 Calcul de stabilité aux séismes des talus de barrages en terre par la méthode des blocs Mémoire de D.E.A, présentée à l’université scientifique et Médicale de Grenoble Search in Google Scholar

Zitouni, Z., 1988. Comportement tridimensionnel des sables. Thèse de doctorat, université Joseph Fourier, Grenoble I. ZitouniZ. 1988 Comportement tridimensionnel des sables Thèse de doctorat, université Joseph Fourier, Grenoble I Search in Google Scholar

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