Results 21 to 30 of about 3,703 (298)

Developing screw piles for offshore renewable energy application [PDF]

open access: yes, 2020
This paper details the work undertaken at the University of Dundee in the last 5 years to develop understanding of screw piles to allow them to be deployed offshore as an alternative foundation type to driven piles used in jacket structures.
Brennan, Andrew   +5 more
core   +3 more sources

AXIAL TENSILE CAPACITY OF HELICAL PILES FROM FIELD TESTS AND NUMERICAL STUDY [PDF]

open access: yesPort Said Engineering Research Journal, 2017
Helical piles are used to support structures subjected to axial and lateral loads. The main object of the paper is to study the behavior of helical piles in cohesive and cohesionless soils using a full scale field testing.
Tarek Salem, Mohamed Hussein
doaj   +1 more source

Effect of helicity and rotation on the free decay of turbulent flows [PDF]

open access: yes, 2008
The self-similar decay of energy in a turbulent flow is studied in direct numerical simulations with and without rotation. Two initial conditions are considered: one non-helical (mirror-symmetric), and one with maximal helicity.
P. D. Mininni   +4 more
core   +2 more sources

Effect of Fractional Kinetic Helicity on Turbulent Magnetic Dynamo Spectra [PDF]

open access: yes, 2001
Magnetic field amplification in astrophysics ultimately requires an understanding of magnetohydrodynamic turbulence. Kinetic helicity has long been known to be important for large scale field growth in forced MHD turbulence, and has been recently ...
Blackman E. G.   +2 more
core   +3 more sources

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

Analysis of the Installation Effect on the Axial Performance of Pressure-Grouted Helical Piles in Clay by Small-Scale Model Tests

open access: yesBuildings, 2022
A pressure-grouted helical pile (PGHP) is a stiffened helical pile installed by using the simultaneous drilling and grouting technique. The formation of the soil-cement column surrounded by the helical pile is influenced by the multiple installation ...
Xiaoxuan Zhuang   +3 more
doaj   +1 more source

Screw pile design optimisation under tension in sand [PDF]

open access: yes, 2019
Many applications in offshore engineering, such as floating or jacket-founded wind turbines or wave energy converters, require a significant uplift capacity of their foundations to be kept in place.
Brown, Michael   +4 more
core   +2 more sources

The Study of the Failure Envelopes of Hollow Shaft Single-Plate Helical Piles in Clay

open access: yesJournal of Marine Science and Engineering, 2023
Helical piles are utilized worldwide as foundations for onshore infrastructure, providing fast installation and high capacity. Their unique advantages have led to their potential as an alternative to monopile foundations for offshore wind turbines.
Le Wang   +6 more
doaj   +1 more source

Large-diameter helical pile capacity – torque correlations [PDF]

open access: yesCanadian Geotechnical Journal, 2017
Large-diameter helical piles are utilized increasingly to support heavy structures. Both the magnitude of the required installation torque and the pile capacity can be directly attributed to the soil shearing resistance developed over the embedded area of the pile including the shaft and helical plates.
Harnish, Jared, El Naggar, M. Hesham
openaire   +1 more source

Numerical Modelling of Axially Loaded Helical Piles: Compressive Resistance [PDF]

open access: yesE3S Web of Conferences, 2021
Helical piles are foundation systems used to support compression, tension, and lateral loads. However, this type of piles was used around the world for more than 25 years. Its behavior, especially in Iraq, is still unknown and scare. The present study is
Ali Ahmed. S.   +2 more
doaj   +1 more source

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