The thesis is divided into seven parts. The first part is theoretical and consists of description of load-transfer method and its principal, description of load-transfer curves used for following inverse analysis and method for determining shaft friction in ß method. In the second part, there is an explanation of the determination of Ménard pressuremeter modulus from pressuremeter tests. The third part consists of the pressuremeter tests analysis and description of evaluating process of the pressuremeter modulus for different types of subsoil. In the fourth part states parametric study of load-transfer curves compiled on the basis of the pressuremeter tests, where we display an impact of input parameters on a load-settlement curves. The fifth part contains inverse analysis of pile load tests, which are set in similar geological conditions. Summary of used input parameters for individual load-transfer curves states in the sixth part. These parameters are responsible of achieving the best match of predicted and measured load-settlement curves. The last part is devoted to the thesis conclusion, which is the determination of parameters as inputs to the shape of load-transfer curves for bored piles with utilization of the pressuremeter tests.
| Identifer | oai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:455387 |
| Date | January 2022 |
| Creators | Bírošík, Matej |
| Contributors | Zdražil,, Karel, Chalmovský, Juraj |
| Publisher | Vysoké učení technické v Brně. Fakulta stavební |
| Source Sets | Czech ETDs |
| Language | Slovak |
| Detected Language | English |
| Type | info:eu-repo/semantics/masterThesis |
| Rights | info:eu-repo/semantics/restrictedAccess |
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