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The Displacement Models Of The Lusi Mud Volcano Embankement Dams Using FEM

dc.contributor.authorAgustawijaya, Didi S.
dc.contributor.authorSukandi
dc.date.accessioned2014-10-31T08:01:07Z
dc.date.available2014-10-31T08:01:07Z
dc.date.issued2013-11-03
dc.identifier.citationAgustawijaya, D. S. and Sukandi. 2012. The stability analysis of the Lusi mud volcano embankment dams using FEM with a special reference to the dam point P10.D. Civil Engineering Dimension, Vol. 14 No. 2, pp.100-109. Brinkgreve, R. B. J. 2007. Plaxis 2D, V8, The Netherlands: Delft University of Technology & Plaxis b.v. Delft. Chang, Y. L. and Huang, T. K. 2005. Slope Stability Analysis Using Strength Reduction Technique. Journal of the Chinese Institute of Engineers, 28(2), pp.231-240. Griffieths, D. V. and Lane, P. A. 1999. Slope Stability Analysis by Finite Elements, Geotechnique, 49(3), pp.387-403. Mazzini, A., Svensen, N. H., Akhmanov, G.G., Aloisi, G., Planke, S., Malthe-Sørenssen , A., Istadi, B. 2007. Triggering and Dynamic Evolution of the Lusi Mud Volcano, Indonesia. Earth and Planetary Science Letters, 261, pp. 375–388. Ugai, K., 1989. A Method of Calculation of Total Factor of Safety of Slopes by Elasto-Plastic FEM, Soils and Foundations, 29( 2), pp.190-195. Zheng, H, Tham, L. G., Liu, D. 2006. On Two Definitions of The Factor of Safety Commonly Used in The Finite Element Slope Stability Analysis. Computers and Geotechnics, 33, pp.188-195. Zienkiwicz, O. C.1997. The Finite Element Method, Third Edition. New Delhi: Tata McGraw-Hill Publishing Co. Ltd.en_US
dc.identifier.isbn9789796361544
dc.identifier.urihttp://hdl.handle.net/11617/4920
dc.description.abstractSoil embankment dams have been built surrounding the Lusi Mud Volcano in Sidoarjo, East Java, to keep hot mud within the ponds since May 2006. The dams have been made of soil materials sitting on poor weak grounds. A finite element method (FEM) was applied for modelling the displacements of the embankment dams. Results show that the dam displacements in both vertical and horizontal directions were high in static and dynamic state conditions. The final design of the dams had a total displacement of about 1.3-1.9 m in both static- and dynamic-state conditions.en_US
dc.publisherUniversitas Muhammadiyah Surakartaen_US
dc.subjectdisplacementen_US
dc.subjectmodelen_US
dc.subjectembankment damen_US
dc.subjectweak grounden_US
dc.titleThe Displacement Models Of The Lusi Mud Volcano Embankement Dams Using FEMen_US
dc.typeArticleen_US


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