Results 31 to 40 of about 17,750 (302)

CHD pile performance, Part I:Physical modelling [PDF]

open access: yes, 2016
The Continuous Helical Displacement (CHD) pile is an auger displacement pile developed by Roger Bullivant Ltd in the UK. It has performance characteristics of both displacement and non-displacement piles due to the nature in which it is installed.
Bell A   +25 more
core   +2 more sources

Research on uplift mechanism of screw pile

open access: yesInternational Journal of Energy, 2023
This paper uses numerical simulation software to study the bearing characteristics of screw pile with pitch after installation. The selected soil is single layer sandy soil, and the blade is buried in deep burial mode. Based on the numerical simulation results, the vertical bearing characteristics of single spiral pile and ordinary bladeless pile are ...
Yunchen Zhang   +4 more
openaire   +1 more source

Axial Compression and Uplift Performance of Continuous Helix Screw Piles

open access: yesBuildings
This study investigates the axial performance of continuous helix screw piles compared to helical piles through full-scale compression and tension load testing in layered soils. Twenty-three piles were installed and tested.
Ahmed Mneina   +2 more
doaj   +1 more source

Model tests on piled raft subjected to lateral soil movement [PDF]

open access: yes, 2017
Passive loadings due to lateral soil movement-induced activities are highly influencing the serviceability and safety of constructions. This research aims to investigate the influence of axial loads, sand density and the depth of moving soil on the ...
Al-Abboodi, I, Toma-Sabbagh, TM
core   +2 more sources

Interaction of screw piles with the base

open access: yesJournal of Physics: Conference Series, 2021
Abstract The article presents the results of the practical applications of screw piles foundations for block quick-assembly buildings and buildings made of a metal frame. The results of experimental and theoretical studies of foundations in various ground conditions are presented.
Alexey Glushkov   +2 more
openaire   +1 more source

Effects of axial loads and soil density on pile group subjected to triangular soil movement [PDF]

open access: yes, 2017
Laboratory tests have been carried out to investigate the response of 2x2 pile group subjected to triangular soil movement. The pile group was instrumented with displacement and tilting devices at the pile cap and strain gauges on two piles of the group.
Al-Abboodi, I, Toma-Sabbagh, TM
core   +1 more source

Multi-Scale Investigation on Bearing Capacity and Load-Transfer Mechanism of Screw Pile Group via Model Tests and DEM Simulation

open access: yesBuildings
Screw piles are widely used in infrastructure, such as railways, highways, and ports, etc., owing to their large pile resistance compared to unthreaded piles.
Fenghao Bai, Ye Lu, Jiaxiang Yang
doaj   +1 more source

Application of pile foundations in structurally unstable soils [PDF]

open access: yesMATEC Web of Conferences, 2019
The active development of the Asia-Pacific region is often accompanied by geotechnical problems that require a rational solution. The article presents the results of a laboratory experiment that simulates the process of slurried pile construction in ...
Alekseev Andrey   +3 more
doaj   +1 more source

A Study on the Vertical Bearing Characteristics of Screw Piles in Permafrost Regions

open access: yesApplied Sciences
The screw piles used in permafrost regions represent a new type of pile, and their vertical bearing characteristics play a crucial role in ensuring the normal operation of engineering buildings.
Tao Liu   +5 more
doaj   +1 more source

Field Test Study of Performance of Bored Piles in Collapsible Loess

open access: yesApplied Sciences, 2023
Bored piles comprise an advanced pile foundation technology that has the advantages of high bearing capacity, fast construction speed, stable construction technology, and no noise or mud pollution. To study the applicability of bored piles to collapsible
Xingwei Wang   +5 more
doaj   +1 more source

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