Search results for: FOUNDATION PILE

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

  Publication

  • P. Więcławski

  - Polish Maritime Research - Year 2019

  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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• Report of Eurocode 7 application for pile foundation design in Poland

  Publication

  • K. Gwizdała
  • A. Krasiński

  - Year 2016

  The EC7 rules of geotechnical design are in use in Poland for several years, even though there is no National annex. With regard to pile foundations, there are valid EC7 recommendations concerning design approaches, load partial coefficients, correlation coefficients and capacity partial coefficients. Polish designers can be quite flexible when it comes to choose a method for static, bearing capacity and settlement calculations....

• Probabilistic analysis of settlements under a pile foundation of a road bridge pylon

  Publication

  • K. Winkelmann
  • K. Żyliński
  • J. Górski

  - SOILS AND FOUNDATIONS - Year 2021

  The paper addresses the reliability change of a road bridge pile foundation due to the unpredictable increase of settlements in time. The analysis is based on the Rędziński Bridge in Wrocław, Poland, its design assumptions, and monitoring results. The bridge foundation rests on a multi-layered subsoil assumed random. The Finite Element model of the subgrade is generated in ZSoil® software. To simplify the probabilistic approach,...

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• Determination of the bearing capacity of pile foundations based on CPT test results

  Publication

  • K. Gwizdała
  • M. Stęczniewski

  - Studia Geotechnica et Mechanica - Year 2007

  Analityczne określanie pełnej krzywej obciążenie - osiadanie na podstawie parametrów geotechnicznych wciąż stanowi bardzo trudne zadanie naukowe i inżynierskie. W pracy przedstawiono metodę bezpośredniego wykorzystania oporów na stożku sondy statycznej do określania pełnej krzywej osiadania dla pali Vibro-Fundex. W sumie jako materiał weryfikacyjny wykorzystano 94 próbne obciążenia statyczne pali.

• ECOLOGY OR ECONOMICS? THE ASPECT DETERMINING THE USE OF DISPLACEMENT PILES FOR THE FOUNDATIONS OF BRIDGE STRUCTURES

  Publication

  • P. Więcławski
  • K. Gwizdała

  - Year 2020

  W ostatnich latach rzadko wykonuje się pale wiercone o bardzo dużych średnicach ze względu na: wymagany sprzęt, transport wydobytego urobku gruntowego, duże ilości stali zbrojeniowej. Konstrukcje inżynierskie na autostradzie A-1, na drodze ekspresowej S-7 i Obwodnicy Południowej Gdańska posadowiono na palach prefabrykowanych. Fundamenty największych mostów na autostradzie A-1 zbudowano na palach Vibro i Franki. W artykule zwrócono...

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• The improvement of axial bearing capacity of open-end pipe piles

  Publication

  • A. Krasiński
  • M. Cudny

  - Year 2008

  Zaproponowano sposób zwiększania nośności osiowej pali rurowych z otwartym dnem za pomocą wewnętrznych pierścieni. Przedstawiono wyniki badań w skali naturalnej i badań modelowych. Przeprowadzono analizę teoretyczną zjawiska metodą analityczną i numeryczną. Badania i analizy potwierdziły skuteczność proponowanego rozwiązania technicznego.

• Lateral load resistance of piled raft foundation - A case study of District Jail, Saidu Sharif, Swat Pakistan

  Publication

  • I. Jamil
  • I. Khan
  • M. Amjad
  • M. Ahmad
  • U. Farooq
  • T. Bibi

  - International Journal of Applied Engineering Research (Netherlands) - Year 2021

  Piled raft foundations under lateral loads are usually designed as a pile group, ignoring the contribution of the raft to resisting the lateral loads. In this paper, a case study was performed to determine the raft's contribution to the lateral load resistance. This study analyzed a pile-supported reinforced concrete retaining wall for two different foundation conditions, i.e., pile group foundation and pile raft foundation. Pile group...

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• Piel

  Journals

  ISSN: 0213-9251

• Report no WOiO/II/67/2015 - Expertise about load capacity of twistlock foundation and sliding foundation

  Publication

  • J. Kowalski

  - Year 2015

  Customer delivered to Laboratory 17 elements - twist lock foundations and sliding lock foundations (ship equipment for container lashing). Elements were selected from production series. Each element was loaded for braking load. After test visual inspection had been performed. The expertise contains: description of tested elements, test assumptions, test stand, results and conclusions

• Load-settlement characteristics of piles working in a group

  Publication

  • A. Krasiński
  • T. Kusio

  - 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...