Results 11 to 20 of about 350,542 (323)

Seismic behaviour of piles in non-liquefiable and liquefiable soil

Bulletin of Earthquake Engineering, 2021
This paper investigates the nonlinear soil–pile–structure interaction employing three-dimensional nonlinear finite element models verified with the results of large-scale shaking table tests of model pile groups-superstructure systems.
A. Hussein, M. E. El Naggar
semanticscholar   +1 more source

Finite-element modelling of laterally loaded piles in a stiff glacial clay till at Cowden

Geotechnique, 2020
The PISA project was a combined field testing/numerical modelling study with the aim of developing improved design procedures for large-diameter piles subjected to lateral loading.
L. Zdravković, D. Taborda, D. Potts, D. Abadías, H. Burd, B. Byrne, K. Gavin, G. Houlsby, R. Jardine, Chris Martin, R. McAdam, E. Ushev   +11 more
semanticscholar   +1 more source

Piles [PDF]

Occupational Medicine, 2016
Abstract In Piles John Hobson briefly explores the stress and bother stemming from untidy desks and offices.
openaire   +2 more sources

IMPROVEMENT OF THE HYDRAULIC JUMP FEATURES USING INCOMPLETE CIRCULAR PILES [PDF]

Engineering Heritage Journal, 2020
The roughness elements are efficient tools to control the features of the hydraulic jump in the rectangular stilling basins. The present study suggests the use of modified elements to control the features of the free jump.
Nassar M.A
doaj   +1 more source

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, De Lange, DA, Dijkstra, J, Stoevelaar, R, Van Tol, AF   +4 more
core   +2 more sources

Proposal of a new system to classify possible damages in piles partially reinforced considering the results of low strain integrity tests

Revista IBRACON de Estruturas e Materiais, 2019
Low strain integrity tests in piles are relatively cheap, of quick execution and nondestructive. Despite all these advantages, several variables are involved and the influence of external factors can complicate the interpretation of the results.
R. P. S. PASQUAL, A. C. M. KORMANN, T. F. DE SOUZA JUNIOR   +2 more
doaj   +2 more sources

Wavelet Analysis for Evaluating the Length of Precast Spliced Piles Using Low Strain Integrity Testing

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, Ilya Lozovsky, Ruslan Zhostkov, Vladimir Syasko   +3 more
doaj   +1 more source

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, Alabboodi, IQ, Alwadi, W, Toma-Sabbagh, TM   +3 more
core   +2 more sources

Influence of the pile stiffness on the ground slab behaviour

Journal of Civil Engineering and Management, 2016
Just as other structural elements, ground slabs are an important unit of a building. It is especially true in the case of buildings, such as logistic centres, for which the primary purpose is storage of various goods.
Kęstutis Urbonas, Danutė Sližytė, Rimantas Mackevičius   +2 more
doaj   +1 more source

Development of an Algorithm for Determining Defects in Cast-in-Place Piles Based on the Data Analysis of Low Strain Integrity Testing

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