Results 11 to 20 of about 285,872 (230)
Model tests on single batter piles subjected to lateral soil movement [PDF]
, 2019 A series of laboratory tests have been carried out to investigate the lateral response of battered piles under lateral soil movement. Model tests were carried out using instrumented rigid aluminium piles.
Al-Salih, O +3 more
core +2 more sources
Set-up effects of piles in sand tested in the centrifuge [PDF]
, 2014 The bearing capacity of piles increases over time. Research has shown that this is caused by an increase in shaft friction combined with a constant or only slightly increasing base capacity.
Bezuijen, Adam +4 more
core +2 more sources
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
doaj +1 more source
Applied Sciences, 2022 The difficulties with the application of low strain integrity testing for evaluating the length of driven precast piles of two sections justify the need for new data acquisition and analysis techniques.
Elizaveta Loseva +3 more
doaj +1 more source
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
doaj +1 more source
Applied Sciences, 2022 Low strain integrity testing for pile quality control, based on the analysis of elastic waves, is one of the most common methods, due to its high efficiency.
Natalia Koteleva, Elizaveta Loseva
doaj +1 more source
Influence of the condition of pullout holes on the surrounding ground
International Journal of Geo-Engineering, 2020 In recent years, removal work of existing piles has been increasing, and many pulling-out methods for existing piles are being applied. As for the present situation, there is concern that the physical characteristics of the ground will deteriorate due to
Shuichi Kuwahara +3 more
doaj +1 more source
Geotechnics, 2022 Several studies have been reported in published literature on analytical solutions for a laterally 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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Effect of Tunnel Progress on the Settlement of Existing Piled Foundation
Studia Geotechnica et Mechanica, 2019 Tunnel construction below or adjacent to piles will affect the performance and eventually the stability of piles due to ground deformation resulting in the movement of piles and changes in the axial force distribution along the piles. A three dimensional
Al-Omari Raid Ramzi +2 more
doaj +1 more source
A simplified 3D model for existing tunnel response to piles construction
Selected Scientific Papers: Journal of Civil Engineering, 2021 The construction and loading of deep foundations (piles) of high-rise buildings causes a considerable effect in terms of stresses and deformation and requires assessing their impact on the response of adjacent tunnels to deformations, particularly for ...
Nawel Bousbia +2 more
doaj +1 more source