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Limit analysis of cohesive slopes reinforced with geotextiles

✍ Scribed by Andrzej Sawicki; Danuta Lesniewska


Publisher
Elsevier Science
Year
1989
Tongue
English
Weight
462 KB
Volume
7
Category
Article
ISSN
0266-352X

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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