Scholarly record
STABILITY ANALYSIS OF A NATIONAL ROAD USING SHEAR STRENGTH REDUCTION TECHNIQUE
Publication Impact Profile
Publication details
References12
Arai, K., and Tagyo, K. (1985). Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis. Soils and Foundations. Vol.25, No.1, pp.43- 51.
Spencer, E. (1969). A method of analysis of the stability ofembankments assuming parallel inter- slice forces. Geotechnique, Vol.17, pp.11-26.
Dawson, E.M., Roth, W.H. & Drescher, A. (1999). Slope Stability Analysis by Strength Reduction.Geotechnique, vol. 49, no. 6, pp. 835-840.
Griffiths, D.V., & Lane, P.A. (1999). Slope Stability Analysis by Finite Elements. Geotechnique, vol. 49, no. 3, pp. 387-403.
Matsui T & San KC. (1992). Finite element slope stability analysis by shear strength reduction technique. Soils and Foundations, vol. 32, no. 1, pp. 59-70.
PLAXIS V9 – 2D Finite element program for geotechnical analysis.
Arai, K., and Tagyo, K. (1985). Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis. Soils and Foundations. Vol.25, No.1, pp.43- 51.
Spencer, E. (1969). A method of analysis of the stability ofembankments assuming parallel inter- slice forces. Geotechnique, Vol.17, pp.11-26.
Dawson, E.M., Roth, W.H. & Drescher, A. (1999). Slope Stability Analysis by Strength Reduction.Geotechnique, vol. 49, no. 6, pp. 835-840.
Griffiths, D.V., & Lane, P.A. (1999). Slope Stability Analysis by Finite Elements. Geotechnique, vol. 49, no. 3, pp. 387-403.
Matsui T & San KC. (1992). Finite element slope stability analysis by shear strength reduction technique. Soils and Foundations, vol. 32, no. 1, pp. 59-70.
PLAXIS V9 – 2D Finite element program for geotechnical analysis.
View or Download full articleAccess options
SWS access login
Login as SWS Scientific CommitteeLogin as SWS Scientific PartnerLogin as SWS AuthorAuthors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.
For librarian assistance: [email protected]
Purchase Instant Access
- Article can be downloaded after successful payment.
- Article may be used according to SWS library access terms.
- Article cannot be redistributed.

