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Limit Equilibrium Analyses for Internal Design of Geosynthetic Reinforced Slopes: Influence of Potential Failure Surface and Strength Distribution
Limit Equilibrium Analyses for Internal Design of Geosynthetic Reinforced Slopes: Influence of Potential Failure Surface and Strength Distribution
Limit Equilibrium Analyses for Internal Design of Geosynthetic Reinforced Slopes: Influence of Potential Failure Surface and Strength Distribution
Vieira, C. S. (Autor:in) / Lopes, M. d. (Autor:in) / Caldeira, L. M. (Autor:in)
GEOTECHNICAL AND GEOLOGICAL ENGINEERING ; 31 ; 1123-1135
01.01.2013
13 pages
Aufsatz (Zeitschrift)
Englisch
DDC:
624.171
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Geosynthetic Reinforced Slopes: Limit Equilibrium and Finite Element Analyses
Online Contents | 1994
|Limit Equilibrium as Basis for Design of Geosynthetic Reinforced Slopes
British Library Online Contents | 1998
|Limit Equilibrium as Basis for Design of Geosynthetic Reinforced Slopes
Online Contents | 1998
|