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2018 Vol.34, Issue 12 Preview Page

December 2018. pp. 59-69
Abstract


References
1 

ABAQUS. (2017), ABAQUS user's and theory manuals, Version 2017. Pawtucket, R.I., Hibbitt, Karlsson & Sorensen, Inc.

2 

Bui, H.H., Fukagawa, R., Sako, K., and Wells J.C. (2011), "Slope Stability Analysis and Discontinuous Slope Failure Simulation by Elasto-plastic Smoothed Particle Hydrodynamics (SPH)", Geotechnique, Vol.61, No.7, pp.565-574.

10.1680/geot.9.P.046
3 

Chen, X.Y. and Zhang, L.L. (2018), "Slope Stability Analysis Based on the Coupled Eulerian-Lagrangian Method", GeoShanghai International Conference, pp.152-159.

10.1007/978-981-13-0128-5_18
4 

Chok, Y. H., Jaksa, M. B., Kaggwa, W. S., and Griffiths, D. V. (2015), "Assessing the influence of root reinforcement on slope stability by finite elements", International Journal of Geo-Engineering, Volume 6, Paper no. 12, DOI 10.1186/s40703-015-0012-5

5 

Dai, W., Jiang, P., Ding, J., and Fu, B. (2017), "The Influence of Strength Reduction Method on Slope Stability Under Different Instability Criteria", International Conference on Architectural Engineering and New Materials, pp.539-546.

10.12783/dtetr/icaenm2017/7839
6 

El-Garhy, B. and Elsawy, M. (2017), "Effect of different parameters on the behavior of strip footing resting on weak soil improved by granular piles", International Journal of Geo-Engineering, Volume 8, Paper no.4, DOI 10.1186/s40703-017-0042-2

7 

Griffiths, D.V. and Lane, P.A. (1999), "Slope Stability Analysis by Finite Elements", Geotechnique, Vol.49, No.3, pp.387-403.

10.1680/geot.1999.49.3.387
8 

Gu, X.J., Zhou, T.Q., and Lu, S.L. (2014), "Stability Analysis on Anti-slide Pile to Reinforce Slope Based on ABAQUS", Applied Mechanics and Materials, Vols.580-583, pp.711-714.

10.4028/www.scientific.net/AMM.580-583.711
9 

Luan, M., Wu, Y., and Nian, T. (2003), "A Criterion For Evaluating Slope Stability Based on Development of Plastic Zone by Shear Strength Reduction FEM", Journal of Disaster Prevention and Mitigation Engineering, Vol.23, No.3, pp.1-8.

10 

Qiu, G., Henke, S., and Grabe, J. (2009), "Applications of Coupled Eulerian-Lagrangian Method to Geotechnical Problems with Large Deformations", SIMULIA Customer Conference.

11 

Terzaghi, K. (1943), "Theoretical Soil Mechanics", New York, John Wiley and Sons.

10.1002/9780470172766
12 

Zienkiewicz, O.C., Humpheson, C., and Lewis, R. W. (1975), "Associated and non-associated visco-plasticity and plasticity in soil mechanics", Geotechnique, Vol.25, No.4, pp.671-689.

10.1680/geot.1975.25.4.671
13 

Zienkiewicz, O.C. and Taylor, R.L. (1989), "The Finite Element Method", Vol.1, 4th edn, London, New York, McGraw-Hill.

Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 34
  • No :12
  • Pages :59-69
  • Received Date :2018. 10. 08
  • Accepted Date : 2018. 11. 15