Wyniki wyszukiwania dla: PILE INSTALLATION

• Numerical analysis of pile installation effects in cohesive soils

  Publikacja

  • J. Konkol

  - Rok 2018

  In this thesis the empirical equation for radial effective stress calculation after displacement pile installation and following consolidation phase has been proposed. The equation is based on the numerical studies performed with Updated Lagrangian, Arbitrary Lagrangian-Eulerian and Coupled Eulerian-Lagrangian formulations as well as the calibration procedure with database containing world-wide 30 pile static loading tests in cohesive...

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• The analysis of soil resistance during screw displacement pile installation

  Publikacja

  • A. Krasiński

  - Studia Geotechnica et Mechanica - Rok 2014

  The analysis of soil resistances during screw displacement pile installation based on model and field tests. The investigations were carried out as a part of research project, financed by the Polish Ministry of Science and Higher Education. A proposal of empirical method for prediction of rotation resistance (torque) during screw auger penetration in non-cohesive subsoil based on CPT result.

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• Large deformation finite element analysis of undrained pile installation

  Publikacja

  • J. Konkol
  • L. Bałachowski

  - Studia Geotechnica et Mechanica - Rok 2016

  In this paper, a numerical undrained analysis of pile jacking into the subsoil using Abaqus software suit has been presented. Two different approaches, including traditional Finite Element Method (FEM) and Arbitrary Lagrangian–Eulerian (ALE) formulation, were tested. In the first method, the soil was modelled as a two-phase medium and effective stress analysis was performed. In the second one (ALE), a single-phase medium was assumed...

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• Numerical estimation of the pile toe and shaft unit resistances during the installation process in sands

  Publikacja

  • J. Konkol

  - Studia Geotechnica et Mechanica - Rok 2015

  Numerical simulations of a pile jacking were carried out. A Coupled Eulerian–Lagrangian (CEL) formulation was used to treat with large deformation problems. An Abaqus, a commercial Finite Element Method software suit, was used as a computing environment. The Mohr–Coulomb constitutive model was applied and the Coulomb model of friction was used to describe pile-soil interaction. Calculations were made for three different pile diameters....

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• Effects of full displacement pile installation on the stress and deformation state of surrounding soil: review

  Publikacja

  • W. F. Kabeta

  - Archives of Civil Engineering - Rok 2022

  Several field and model tests have been conducted to investigate the impact of pile installation on bearing capacity. However, little is known about how piles behave during installation, how they interact with the surrounding soil, and how this affects sandy soil properties. This review paper investigates the effect of pile driving on surrounding sandy soil as it compacts sandy soil near to the pile. For this purpose, various related...

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• Influence of instalation of piles with partial and full displacement of the soil on the subsoil strength

  Publikacja

  • K. Gwizdała
  • M. Pająk

  - Architecture Civil Engineering Environment - Rok 2008

  Zjawiska zachodzące w bezpośrednim sąsiedztwie pobocznicy pali przemieszczeniowych mają ważne znaczenie dla ich pracy w podłożu. Zmiany stanu naprężenia pionowego, poziomego, zmiana struktury gruntu, wilgotności i zagęszczenia stwarza nowe warunki oddziaływania w strefie pobocznica - podłoże. Przedstawiono wyniki badań sondą CPT w sąsiedztwie pali CFA dla gruntów uwarstwionych, niespoiste / spoiste. Zwrócono uwagę na dobór parametrów...

• Influence of Installation Effects on Pile Bearing Capacity in Cohesive Soils – Large Deformation Analysis Via Finite Element Method

  Publikacja

  • J. Konkol
  • L. Bałachowski

  - Studia Geotechnica et Mechanica - Rok 2017

  In this paper, the whole process of pile construction and performance during loading is modelled via large deformation finite element methods such as Coupled Eulerian Lagrangian (CEL) and Updated Lagrangian (UL). Numerical study consists of installation process, consolidation phase and following pile static load test (SLT). The Poznań site is chosen as the reference location for the numerical analysis, where series of pile SLTs...

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

  Publikacja

  • A. Krasiński
  • M. Cudny

  - Rok 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.

• Piel

  Czasopisma

  ISSN: 0213-9251

• Optimal boiling temperature for ORC installation

  Publikacja

  • J. Mikielewicz
  • D. Mikielewicz

  - Archives of Thermodynamics - Rok 2012

  W pracy przedstawiono oryinalne kryterium wyznaczania optymalnej temperatury odparowania czynnika w obiegu ORC w postaci równań analitycznych. Pokazano przykład obliczeniowy na bazie R134a, wody i etanolu.

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