An attempt to analytically determine course of the continuous Q-S curve in case of changed pile length or diameter

• Autorzy: Meyer Zygmunt , Stachecki Kamil

Identyfikatory

DOI

10.2478/acee-2023-0021

• Języki publikacji: EN

Abstrakty

EN

In this paper authors have described the analytical method of continuous static load test Q-s curve conversion for any given pile. Authors have used data sets from static load tests conducted by Energopol Szczecin S.A. in a full range of loads which allows to use of measured values of pile maximum bearing capacity and determine relation between it and pile length and diameter. All the piles used in this paper were CFA piles bored in mostly loam soil conditions. The research described in this work was based on the Meyer-Kowalow method (M-K method) of static load test interpretation. The M-K method allows for a full description of the load-settlement relation, as a continuous curve (M-K curve) using three parameters that described pile-soil interaction. As a result of conducted research relations between parameters describing M-K curve and pile dimensions were established, which allows for a practical application of the proposed method. In this paper, the authors presented an example of the practical use of curve conversion to analyze the impact of changes in geometric dimensions on pile-soil interaction. The proposed method allows for a curve conversion of the total resistance curve, as well as a curve describing base and skin resistances.

Słowa kluczowe

EN

pile static load; static load test curve; M-K method; pile settlement

PL

obciążenia statyczne pali; krzywa testu obciążenia statycznego; metoda M-K; osiadanie pala

• Wydawca: Silesian University of Technology
• Czasopismo: Architecture Civil Engineering Environment
• Rocznik: 2023
• Tom: Vol. 16, no. 2
• Strony: 119--126
• Opis fizyczny: Bibliogr. 19 poz.

Twórcy

autor

Meyer Zygmunt

• Prof.; West Pomeranian University of Technology in Szczecin, Faculty of Civil and Environmental Engineering,al. Piastów 50a, 70-311 Szczecin, Poland

autor

Stachecki Kamil

• PhD; Koszalin University of Technology, Faculty of Civil, Environmental Engineering and Geodesy,ul. Śniadeckich 2, 75-453 Koszalin, Poland

Bibliografia

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• [3] Hansen, J.B. (1961). A general formula for bearing capacity. Danish Geotechnical Institute Bulletin, 28, 5–11.
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