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Stability analysis of slopes

โœ Scribed by B. I. Kogan; A. A. Lupashko

Book ID
112595444
Publisher
Springer
Year
1970
Tongue
English
Weight
418 KB
Volume
7
Category
Article
ISSN
0038-0741

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In this paper, the seismic stability of slopes reinforced with geosynthetics is analysed within the framework of the pseudo-static approach. Calculations are conducted by applying the kinematic theorem of limit analysis. Different failure modes are considered, and for each analytical expressions are