Pile bearing analysis based upon ultimate values of toe and skin resistance as well as their mobilization with settlement
| Autor: | Krzysztof Żarkiewicz |
|---|---|
| Rok vydání: | 2019 |
| Předmět: |
Bearing (mechanical)
Mobilization Settlement (structural) 0211 other engineering and technologies 02 engineering and technology 010502 geochemistry & geophysics 01 natural sciences law.invention lcsh:TA1-2040 law Geotechnical engineering lcsh:Engineering (General). Civil engineering (General) Pile Skin conductance Geology 021101 geological & geomatics engineering 0105 earth and related environmental sciences |
| Zdroj: | MATEC Web of Conferences, Vol 284, p 03011 (2019) |
| ISSN: | 2261-236X |
| DOI: | 10.1051/matecconf/201928403011 |
| Popis: | The main task of pile foundation is the reduction of settlement and ensure the safety of the building. These two factors are in strongly relationship. In practice pile load capacity is calculated based on ultimate resistances including factor of safety. The load-settlement relationship is non-linear, so it would can happen that despite the applied load (several times smaller than ultimate pile load capacity), the settlement exceeds the allowable value, and in consequently it might cause damage of the structure. In the paper the method of determining ultimate resistances and mobilization of these resistances with settlement was presented based on the static pile load test results. The proposed method can be applied in pile load capacity verification. |
| Databáze: | OpenAIRE |
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