The Stability Analysis of the Lusi Mud Volcano Embankment Dams using FEM with a Special Reference to the Dam Point P10.D

Authors

  • Agustawijaya, D.S. Department of Civil Engineering, Mataram University, Jl. Majapahit 62 Mataram, Lombok
  • Sukandi . BPLS, Jl. Gayung Kebon Sari 50 Surabaya

:

https://doi.org/10.9744/ced.14.2.100-109

Keywords:

Deep slide, displacement, embankment dam, factor of safety, stability.

Abstract

Since the eruption of the Lusi Mud volcano in Sidoarjo, East Java, on May 2006, soil embankment dams have been built to keep hot mud within the ponds. Unfortunately, since the dams were sitting on poor weak ground, land subsidence intensively occurred around the dams. A finite element method (FEM) was, then, applied to evaluate the stability of the dams particularly of the dam point P10.D, being considered as the most unstable point over 29 other dam points. Results show that the dam displacements in vertical and horizontal directions were high. The total displacements of the final design were about 1.5 m in both static- and dynamic-state conditions. These modelled data show a similar trend with field measurement data. The dam had only a factor of safety of about 1.1, and the dam might fail through a deep slide mode.

References

Mazzini, A., Svensen, N. H., Akhmanov, G.G., Aloisi, G., Planke, S., Malthe-Sørenssen, A., Istadi, B., Triggering and Dynamic Evolution of the Lusi Mud Volcano, Indonesia, Earth and Planetary Science Letters, 261, 2007, pp. 375–388.[CrossRef]

Istadi, B.P., Pramono, G.H., Sumintadireja, P., Alam, S., Modeling Study of Growth and Potential Geohazard for Lusi Mud Volcano: East Java, Indonesia, Marine and Petroleum Geology, 26, 2009, pp. 1724-1739.[CrossRef]

Sawolo, N., Sutriono, E., Istadi, B.P., Darmoyo, A.B., The Lusi Mud Volcano Triggering Contro-versy: Was it caused by Drilling?, Marine and Petroleum Geology, 26, 2009, pp. 1766-1784.[CrossRef]

Agustawijaya, D.S., Penanggulangan Semburan dan Penanganan Luapan Lumpur Sidoarjo: Peranan Ilmu dan Rekayasa Kebumian dalam Pengelolaan Bencana, Prosiding Seminar Nasio-nal Ikatan Geograf Indonesia (in Indonesian), Surabaya, 2010, pp 16-28.

Anonym, Final Report of Basic Design: RE-Design and DED Parts for Embankment Dams of Mud Holding and Mud Re-Flowing to the East Side of the Mud Volcano Crater (in Indonesian), PT. Virama Karya-BPLS, Surabaya, 2007.

Anonym, Final Report of Geodetic Measurement Surveys (in Indonesian), BPLS, Surabaya, 2011.

Brinkgreve, R.B.J., Plaxis 2D, V8, Delft Univer-sity of Technology & Plaxis b.v. Delft, The Netherlands, 2007.

Zienkiwicz, O.C., The Finite Element Method, Third Edition, Tata McGraw-Hill Publishing Co. Ltd, New Delhi, 1997.

Ugai, K., A Method of Calculation of Total Factor of Safety of Slopes by Elasto-Plastic FEM, Soils and Foundations, 29(2), 1989, pp.190-195.[CrossRef]

Chang, Y. L. and Huang, T. K., Slope Stability Analysis using Strength Reduction Technique, Journal of the Chinese Institute of Engineers, 28(2), 2005, pp.231-240.[CrossRef]

Griffieths, D. V. and Lane, P. A., Slope Stability Analysis by Finite Elements, Geotechnique, 49(3), 1999, pp.387-403.[CrossRef]

Zheng, H, Tham, L.G., Liu, D., On Two Defini-tions of the Factor of Safety Commonly used in the Finite Element Slope Stability Analysis, Computers and Geotechnics, 33, 2006, pp.188-195.[CrossRef]

Djarwadi, D., Design Criteria for Sidoarjo Hot Mud Dams (in Indonesian), BPLS, Surabaya, 2007.

Anonym, Results of Dutch Cone Penetrometer Test at Lapindo Mud Dam Locations (in Indo-nesian), Survey Report, ITS-BPLS, Surabaya, 2007.

ASTM D1586-08, Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils, 2008.

Anonym, Final Report of Geodetic Measurement Surveys (in Indonesian), BPLS, Surabaya, 2010.

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Published

2012-09-06

How to Cite

D.S., A., & ., S. (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, 14(2), 100-109. https://doi.org/10.9744/ced.14.2.100-109