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Abstract
Paper presents an analysis of the shear failure mechanism which occurs from the punching of a working platform layer in relation to its thickness, grain size arrangement and mechanical properties, taking into consideration the interaction with soft subgrade. The study is based on the observations of performance of natural scale structures (Streefkerk) and the results of model investigations numerically represented with the use of FEM capabilities, constitutive models for soft soils (Soft soil model) and real characteristics of the soil. Two analyzed cases are presented - unreinforced and reinforced working platforms.
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- Category:
- Conference activity
- Type:
- materiały konferencyjne indeksowane w Web of Science
- Title of issue:
- Proceedings of the 5th International Young Geotechnical Engineers' Conference strony 399 - 402
- Language:
- English
- Publication year:
- 2013
- Bibliographic description:
- Białek K..: ANALYSIS OF THE PUNCHING FAILURE MECHANISM IN WORKING PLATFORMS, W: Proceedings of the 5th International Young Geotechnical Engineers' Conference, 2013, IOS Press BV,.
- Verified by:
- Gdańsk University of Technology
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