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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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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Field and numerical study of the lateral response of rigid piles in sand
Acta Geotechnica, 2022 Large diameter, short monopiles are the preferred foundation type for offshore wind turbines. These piles demonstrate a rigid response with significant rotation of the pile base under ultimate lateral load.
H. Wang +4 more
semanticscholar +1 more source
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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Prediction of bearing capacity of driven piles for Basrah governatore using SPT and MATLAB
Journal of the Mechanical Behavior of Materials, 2022 Based on the results of standard penetration tests (SPTs) conducted in Al-Basrah governorate, this research aims to present thematic maps and equations for estimating the bearing capacity of driven piles having several lengths. The work includes drilling
M. Karkush +3 more
semanticscholar +1 more source
Comparative analysis of concrete integral overpass with variable soil characteristic [PDF]
Tehnika, 2022 In this paper concrete integral overpass with span of 30 meters on magistral road which based on piles is considered. It is analysed influence of soil stiffness on value of design forces and pile stress. Three types of soil is considered in this analysis,
Mitrović Stefan Ž. +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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Kula Belgrade: Part 1: Specific topics of structural design [PDF]
Građevinski Materijali i Konstrukcije, 2021 Kula Belgrade is the tallest building within Belgrade Waterfront project, located at the right bank of the Sava river. It is envisaged as the future landmark of Belgrade and pivotal point of Belgrade Waterfront development.
Miljković Nemanja +4 more
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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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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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