Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume17/issue3/17_3_57.pdf
Issue 17 (3) 2018 pp. 57-65
Mateusz Wiszniewski, Adam Krasiński, Jan Linowiecki
Wydział Inżynierii Lądowej i Środowiska, Politechnika Gdańska, Gdańsk
Menard Polska
Laboratory tests on concrete elastic modulus variation in displacement pile
Keywords: concrete Young’s modulus, foundation piles, strain measurement, pile instrumentation
Abstract:
The paper presents problems concerning the determination of material properties of concrete in order to
interpret the results of static load tests on instrumented piles. Laboratory tests of elastic modulus of concrete
(Eb) were carried out on particular sections of displacement piles extracted from the ground. Characteristics
of elastic modulus variability with strain and depth were determined. Twenty nine samples from five different
depths were tested. The paper presents methods for estimating the actual value of the concrete modulus.
Influence of adopted material properties on the interpretation of static load test on instrumented pile is also
presented.
Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume17/issue3/17_3_57.pdf
For citation:
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BibTeX
RefMan
| MLA | Wiszniewski, Mateusz, et al. "Laboratory tests on concrete elastic modulus variation in displacement pile." Acta Sci.Pol. Architectura 17.3 (2018): 57-65. |
| APA | Wiszniewski, M. et al. (2018). Laboratory tests on concrete elastic modulus variation in displacement pile. Acta Sci.Pol. Architectura, 17 (3), 57-65 |
| ISO 690 | Wiszniewski, Mateusz, Krasiński, Adam, Linowiecki, Jan. Laboratory tests on concrete elastic modulus variation in displacement pile. Acta Sci.Pol. Architectura, 2018, 17.3: 57-65. |
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