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International Journal Of Geomechanics Vol. 15, Issue 3

1analytical 1bearing capacity 1factor of safety 1landslides 1limit analysis 1limit-equilibrium methods (LEMs) 1numerical 1reinforced soil 1soil fill 1stability number 1trench

1Bouassida, M. 1Jellali, B. 1Li, A. J. 1Lyamin, A. 1Lyamin, A. V. 1Merifield, R. S. 1Qian, Z. G.

Facets

1analytical 1bearing capacity 1factor of safety 1landslides 1limit analysis 1limit-equilibrium methods (LEMs) 1numerical 1reinforced soil 1soil fill 1stability number 1trench

1Bouassida, M. 1Jellali, B. 1Li, A. J. 1Lyamin, A. 1Lyamin, A. V. 1Merifield, R. S. 1Qian, Z. G.

Title
Creator
Date

Slope stability charts for two-layered purely cohesive soils based on finite-element limit analysis methods

- Qian, Z. G., Li, A. J., Merifield, R. S., Lyamin, A. V.

Creator: Qian, Z. G. , Li, A. J. , Merifield, R. S. , Lyamin, A. V.
Resource Type: journal article
Date: 2015

Ultimate bearing capacity of a strip footing on ground reinforced by a trench

- Bouassida, M., Jellali, B., Lyamin, A.

Creator: Bouassida, M. , Jellali, B. , Lyamin, A.
Resource Type: journal article
Date: 2015

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