Search results for: FOUNDATION SETTLEMENT

• 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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• The Effect of the Selection of Three-Dimensional Random Numerical Soil Models on Strip Foundation Settlements

  Publication

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

  - Applied Sciences-Basel - Year 2021

  This paper delivers a probabilistic attempt to prove that the selection of a random three-dimensional finite element (FE) model of a subsoil affects the computed settlements. Parametricanalysis of a random soil block is conducted, assuming a variable subsoil Young’s modulus inparticular finite elements. The modulus is represented by a random field or different-sized setsof random variables; in both cases, the same truncated...

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• 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...

• Journal of International Dispute Settlement

  Journals

  ISSN: 2040-3593 , eISSN: 2040-3585

• 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

• Settlement Networks in Polish Spatial Development Regional Plans

  Publication

  • J. Sołtys

  - IOP Conference Series: Materials Science and Engineering - Year 2017

  In 1999, ten years after the great political changes in Poland, 16 self-governed regions (in Polish: voivodeship) were created. According to Polish law, voivodeship spatial development plans, or regional plans in short, determine basic elements of the settlement network. No detailed regulations indicate the specific elements of the settlement network or what features of these elements should be determined. For this reason, centres...

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• The operation of a small wastewater treatment facilities in a scattered settlement

  Publication

  • M. Gajewska
  • Ł. Kopeć
  • H. Obarska-Pempkowiak

  - OCHRONA ŚRODOWISKA - Year 2011

  Problem oczyszczania ścieków bytowych na obszarach niezurbanizowanych należy uznać za aktualny i wymagający rozwiązania w najbliższych latach. W pracy porównano wyniki uzyskane podczas eksploatacji urządzeń (złóż biologicznych z wypełnieniem z tworzyw sztucznych) z pracą obiektów hydrofitowych. Podejmowa-ne działania potwierdzają, że zarówno konstrukcje konwencjonalnych urządzeń me-chanicznych oraz nowe konfiguracje systemów hydrofitowych...

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• Shortening and non linear load settlement behaviour of piles.

  Publication

  • K. Gwizdała

  - Studia Geotechnica et Mechanica - Year 2003

  Przedstawiono praktyczne wartości współczynnika B do obliczeń skrócenia trzonu pali. W analizie zastosowano metodę funkcji transformacyjnych t-z oraz q-z. Wykorzystano wyniki próbnych obciążeń statycznych pali, w sumie 184 pali próbnych.

• Random field model of foundations at the example of continuous footing

  Publication

  • K. Żyliński
  • A. Korzec
  • K. Winkelmann
  • J. Górski

  - AIP Conference Proceedings - Year 2020

  The purpose of the paper is to indicate an efficient method of foundation settlement analysis taking into account the variability of soil properties. The impact of the random variable distribution (Gauss or Lognormal) describing soil stiffness on foundation deposits was assessed. The Monte Carlo simulation method was applied in the computations. The settlements of the strip foundation with the subsoil described by a single random...

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• Foundations of Science

  Journals

  ISSN: 1233-1821 , eISSN: 1572-8471