Slope Stability Analysis For Earth Dams Using (GEO-SLOPE/W)

https://doi.org/10.24237/djes.2018.1112

Authors

  • Jasim M. Abbas Department of Civil Engineering, University of Diyala, Iraq
  • Zainab Ali Mutiny Department of Civil Engineering, University of Diyala, Iraq

Keywords:

Earth Dams, Slope Stability, GeoSLOPE/W

Abstract

The study of slope stability is important in the design and construction of the earth dams under influence of special states. Some factors affect on the slope stability for the earth dams such as change the water level in the reservoir, dam configuration, material properties..etc. In this study, the factor of safety of upstream slope stability for number of exist earth dams has been assessed. To achieve the objective of this study, Geo-SLOPE/W program that based on limit equilibrium methods was used. Taking into account the case of dry condition and gradually rise of water level in upstream part for these dams. It can be seems that the slope stability of the earth dams increased in case of dry condition. In addition, the slope stability increased when the water reach to maximum value.

Downloads

Download data is not yet available.

References

Pham, H. T.,Htet, Z., Cheng, J.,(2013),Stability of Slope and Seepage Analysis in Earth Dam Using Numerical Finite Element Model, Study of Civil Engineering and Architecture (SCEA),2(4),104-108.

Kubba, F.A. and Aqeel R. L.,(2013), Assessment of Earth Dams Slope Stability By Computer Software, Australian Journal of Basic and Applied Sciences,7(6),229-236.

Ministry of water resources in Iraq,(2011), Encyclopedia of dams in Iraq,132.

Aryal, K. P.,(2006),Slope Stability Evaluations by Limit Equilibrium and Finite Element Methods. Ph.D. Thesis, University of Science and Technology, Norwegian.

Michael, J. W.,(2003),Engineering and Design Slope Stability. U. S. Army Corps of Engineers, EM 1110‐2‐1902,(1-2), (c-8),(c-14),(3-2),(3-4).

Rashed D. A.,(2014),A New Prediction Model for Slope Stability Analysis. DICAM.SettoreConcorsuale di afferenza: 08/B1 Geotecnica,1-98.

Abdul Kareem, A.H., (2010), Analysis of the construction behavior of western desert Horan dam H-2, Journal of Iraqi Desert Studies, 2(2),60.

Bagheri, H., (2006), Application of jet grouting for water tightening of coarse grained alluvium, Dams and Reservoirs, Societies and Environment in the 21st century, 647.

Abhilasha, P. S. and Ashwini, S., (2014), Stability Analysis of an Embankment Dam-poomala Dam Case Study, International Journal for Scientific Research & Development, 2(10),428-431.

Griffiths, D.V. and P.A. Lane,(1999),Slope Stability Analysis by Finite elements, Geotechnique, 49(3),387-403.

Athani, S. S.,Shivamanth, C. H., Solanki and G. R. D.,(2015),Seepage and Stability Analyses of Earth Dam Using Finite Element Method, International Conference on Water Resources, Coastal and Ocean Engineering,876 – 883.

Andreea, C., (2015),Unsaturated Slope Stability and Seepage Analysis of a Dam, Sustainable Solutions for Energy and Environment, Eenviro, 18-20 November,93-98.

Soleimani ,S. and A. Asakereh,(2014), Evaluation of static stability of earth dams using geo-studio software. International Journal of Engineering, Fascicule, 3:265-268.

Published

2018-03-01

How to Cite

[1]
J. M. Abbas and Zainab Ali Mutiny, “Slope Stability Analysis For Earth Dams Using (GEO-SLOPE/W)”, DJES, vol. 11, no. 1, pp. 70–81, Mar. 2018.