Results 11 to 20 of about 13,514 (238)

3D Roughness Measurement of Failure Surface in CFA Pile Samples Using Three-Dimensional Laser Scanning

open access: yesApplied Sciences, 2021
The bearing capacity of CFA (Continuous Flight Auger) pile is not able to reach the design capacity if proper construction is not performed due to the soil collapse at the bottom of the pile.
Hyungjoon Seo
doaj   +1 more source

Analysis of the bearing capacity of continuous flight auger piles in terms of their excavation energy and of rainfall data [PDF]

open access: yesMATEC Web of Conferences, 2021
Continuous flight auger piles (CFAs) are among the most common types of foundation executed in the tropical residual soil of Brasília, DF, Brazil. The bearing capacity of CFAs can be controlled according to the energy required to excavate each pile but ...
Ferrari de Campos Darym J.   +4 more
doaj   +1 more source

Behavior of CFA and H-section steel piles in lateral loading: experimental and numerical analysis

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
: The behavior of continuous flight auger (CFA) piles and steel H-section piles to lateral loading is investigated using numerical analyses supported by field tests. A three-dimensional finite element numerical model to lateral load is presented.
Alex Micael Dantas de Sousa   +3 more
doaj   +1 more source

Assessment of Brazilian onshore wind turbines foundations [PDF]

open access: yesRevista IBRACON de Estruturas e Materiais, 2022
Onshore wind turbine foundations are subjected to large overturning moments. The wind action imposes cyclic and dynamic loading conditions which occur in extreme and service scenarios.
Andrei Nardelli, Marcos Massao Futai
doaj   +1 more source

Interpretation of Reflectograms of Seismic Acoustic Flaw Detection of Piles [PDF]

open access: yesE3S Web of Conferences, 2023
The paper presents the results of continuity study of secant piles in excavated pits at microtunnelage by means of seismoacoustic flaw detection.
Degaev Evgeniy
doaj   +1 more source

Results of the “DPDT-Auger” Research Project on Screw Displacement Piles

open access: yesArchitecture, Civil Engineering, Environment, 2023
The main objective of the “DPDT-Auger” research project was to test the prototype DPDT auger for forming screw displacement piles in the ground (patented in Poland in 2020). An additional aim was to develop design methods and rules for the making of such
Krasiński Adam   +5 more
doaj   +1 more source

Just-in-Time Continuous Flight Auger Piles Using an Instrumented Auger [PDF]

open access: yesProceedings of the International Symposium on Automation and Robotics in Construction (IAARC), 2002
Continuous flight auger (CFA) piles are constructed by drilling a CFA auger into the ground and, on reaching the required depth, pumping concrete down the hollow stem as the auger is steadily withdrawn. Current practice to predict the bearing capacity of CFA piles is to estimate the undrained shear strength-depth relationship for the overall site, and ...
Mure, N.   +5 more
openaire   +1 more source

Some observations on statnamic pile testing [PDF]

open access: yes, 2006
Limited guidance on usage and methodology is currently available to engineers for the most common rapid load pile test, known as Statnamic. In order to improve the analysis of Statnamic testing in clay soils a full-scale instrumented auger bored pile was
A. F. L. Hyde   +10 more
core   +2 more sources

Towards building a neural network model for predicting pile static load test curves

open access: yesMATEC Web of Conferences, 2018
In the United Arab Emirates, Continuous Flight Auger piles are the most widely used type of deep foundation. To test the pile behaviour, the Static Load Test is routinely conducted in the field by increasing the dead load while monitoring the ...
Alzo’ubi A. K., Ibrahim Farid
doaj   +2 more sources

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

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