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Search results for: Q-S CHARACTERISTIC OF PILE

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Search results for: Q-S CHARACTERISTIC OF PILE

  • Katedra Geotechniki, Geologii i Budownictwa Morskiego

    * badania teoretyczne i doświadczalne oraz analizy numeryczne w Mechanice Gruntów; * badania laboratoryjne i polowe gruntów; * metody wzmacniania podłoża gruntowego; * “zieloną geotechnikę” z zastosowaniem ekologicznych materiałów, technologii i zagospodarowaniem produktów ubocznych; * badania teoretyczne, doświadczalne oraz zagadnienia praktyczne fundamentowania w odniesieniu do fundamentów bezpośrednich i głębokich, tunelowania,...

  • Katedra Chemii Analitycznej

    Zespół naukowo-badawczy z Katedry Chemii Analitycznej prowadzi badania podstawowe w zakresie: -opracowania nowych procedur analitycznych przeznaczonych do wykrywania, identyfikacji oraz oznaczenia szerokiego spectrum analitów w próbkach różnego typu materiałów charakteryzujących się złożonym a często także zmiennym składem matrycy, -budowy i badań charakterystyki analitycznej nowych typów elektronicznych nosów, -oszacowania wpływu...

  • Katedra Inżynierii Drogowej i Transportowej

    Katedra Inżynierii Drogowej i Transportowej jest jedną z najstarszych katedr Politechniki Gdańskiej. Prowadzi prace naukowo-badawcze obejmujące szereg zagadnień związanych z budową dróg, autostrad i lotnisk oraz w zakresie transportu, ruchu drogowego oraz bezpieczeństwa ruchu drogowego.

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Search results for: Q-S CHARACTERISTIC OF PILE

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Search results for: Q-S CHARACTERISTIC OF PILE

  • Load-settlement characteristics of piles working in a group

    Publication

    - Year 2017

    Load-settlement characteristic (Q-s) of an axially loaded pile can be empirically determined from a static pile load test or on the basis of calculations using, e.g. transfer functions or numerical methods (FEM). The transfer functions method usually rely on empirical data, i.e. the function parameters are determined on the basis of numerous pile test results. Thus this method takes into account pile installation technology and...

  • Model tests of cast-in-place piles formed by using different types of auger

    Model tests are still a popular research tool used to observe and determine the mechanisms of pile-soil interaction. Due to the significant scale effect, the results of model tests performed in the 1g system can only be analysed from the qualitative side. This article describes and presents the results of 1g pile model tests carried out for comparative purposes. There were tested the effectiveness and efficiency of various types...

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  • Retrievable strain measuring system in screw displacement piles - readings and results interpretation problems

    Publication

    Static load tests on foundation piles are generally carried out in order to determine load – displacement characteristic of the pile. For more detailed information, e.g. force distribution along the shaft, load transfer mechanism and characteristics of soil-structure interaction (unit resistance curves t-z, q-z) additional pile instrumentation is required. Most popular techniques focus on direct concrete strain measurements and...

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  • Estimation of Screw Displacement Pile-Bearing Capacity Based on Drilling Resistances

    This article presents an engineering, empiricalmethod of estimating the bearing capacity and settlementcharacteristics Q-s of screw displacement piles andcolumns, based on soil resistance encountered during thedrilling to form piles/columns in the ground. The methodwas developed on the basis of correlation analyses of thetest results of 24 piles made during the “DPDT-Auger”research project (Krasiński et al., 2022a). In the proposedmethod,...

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  • THE APPLICATION OF PHENOMENOLOGICAL METHODOLOGY FOR DESIGNING PILE FOUNDATION IN PORT STRUCTURES

    Publication

    It is of utmost importance in the design process that a suitable, safe and concurrently economic solution be chosen. Issues connected with foundations require adopting a special approach. Soil is a composite medium, and it is essential to describe as precisely as possible the interaction taking place between the subgrade and the structure. There are many design methods of pile foundation that are based on in-situ test of soils....

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