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Calculation of the stability of deep strip foundations

โœ Scribed by I. S. Ivanov


Publisher
Springer
Year
1984
Tongue
English
Weight
317 KB
Volume
18
Category
Article
ISSN
1570-1468

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A kinematic method of slices has been used in this article to deal with the stability problems of strip foundations subjected to uplift loads. The method is based on the upper bound theorem of limit analysis and satis"es the kinematic admissiblility of the chosen collapse mechanism. Assuming the glo