Piles system securing road against landslide. 2D/3D method of numerical modeling and design problems [PDF]
Bulletin of the Polish Academy of Sciences: Technical Sciences, 2020 The main objective of this work is to present an innovative method of numerical modeling of anchored piles system acting as a road protection against landslide, called the “2D/3D method”.
A. Urbański, M. Grodecki
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Computational Analysis of Concrete Flow in a Reinforced Bored Pile Using the Porous Medium Approach
Applied Mechanics, 2022 In this paper, the flow of concrete in a reinforced bored pile is analysed using computational simulations. In order to reduce the computational time, a porous medium that equally mimics the presence of the reinforcement is used.
Thomas Kränkel +5 more
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Pile group effect at vertical vibrations
Magazine of Civil Engineering, 2022 Analysis of the applicability of wave model solution to evaluate the variation of the dynamic stiffness in the pile foundation versus the distance between piles at the vertical vibrations; both experimental data from references and our own measurements ...
Kolesnikov Aleksei +2 more
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Energy-Based Approach: Analysis of a Vertically Loaded Pile in Multi-Layered Non-Linear Soil Strata
Geotechnics, 2022 Numerous studies have been reported in the published literature on analytical solutions for a vertically loaded pile installed in a homogeneous single soil layer. However, piles are rarely installed in an ideal homogeneous single soil layer.
Prakash Ankitha Arvan +1 more
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FOUNDATION OF THE NEW RAILWAY BRIDGE OVER THE NOSICKÁ DAM ON THE RIVER VÁH
Acta Polytechnica CTU Proceedings, 2021 The new railway bridge over the Nosická dam is a part of the complex modernization of the railway corridor from Púchov to Žilina. Our company participated on the project using a wide variety of special foundation techniques on artificial islands for ...
Maroš Zaťko
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Nonlinear Finite Element Analysis of Laterally Loaded Piles in Cohesive Sediments [PDF]
Engineering and Technology Journal, 2010 Laterally loaded single piles are usually analyzed by methods deriveddirectly from the classical beam on elastic foundation or Winkler soil model. Soilstrength is characterized using modulus of sub-grade reaction.Early solutions that employed Winkler’s ...
Tahsin M. Toma
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Engenharia Agrícola, 2007 Avaliaram-se as reduções de massa seca enleirada, volume ocupado pelas leiras e coliformes durante a compostagem dos dejetos gerados por cabras Saanen e F1 (Saanen x Boer), alimentadas com três dietas (dieta 1 = 80% volumoso (V) e 20% concentrado (C ...
Ana C. A. Orrico +2 more
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An innovative experimental device for characterizing the responses of monopiles subjected to complex lateral loading [PDF]
E3S Web of ConferencesOffshore wind turbines are usually founded on monopiles. During the operation period, the structure is subjected to complex lateral loading from wind, wave and current.
Zhang Zitao +4 more
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Modelling and Assessment of a Single Pile Subjected to Lateral Load
Studia Geotechnica et Mechanica, 2018 A three-dimensional finite element technique was used to analyse single pile lateral response subjected to pure lateral load. The main objective of this study is to assess the influence of the pile slenderness ratio on the lateral behaviour of single ...
Abbas Jasim M. +2 more
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Possibilities of complex numerical modelling at the Czech Geotechnical Society workplace
Acta Polytechnica CTU Proceedings, 2023 In the paper, there are examples of complex geotechnical problems in both 2D and 3D that are modelled using PLAXIS software on the specialist workstation provided by the Czech Geotechnical Society to their members.
Martin Vaníček +2 more
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