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A study of helical pile design and construction practices
2015ABSTRACT Helical piles as a foundation solution have experienced a re-emergence in recent years in the United Kingdom, with road and rail authorities eager adopters to permit fast construction with relatively lower construction mobilisation requirements than traditional foundation solutions.
T.A. Beales Ferguson +2 more
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Undrained uplift capacity of single helical piles and helical pile groups
2022Nikitas Stefopoulos +2 more
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Design of Helical Piles for Heavily Loaded Structures
New Technological and Design Developments in Deep Foundations, 2000Over the past 20 years the square shaft solid steel helical screw pile has come into expanded use as a permanent deep foundation element in new construction of heavily loaded structures, i.e., column loads in excess of 445 kN (100,000 lbs). This increased use, along with recognition by every national building code in the United States of at least one ...
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Modelling thermal performance of helical steel piles
Helical steel piles (HSPs) are a specialized type ofenergy pile designed to efficiently integrate geothermal energyinto building foundations. Traditionally used as structuralsupports, HSPs can also function as heat exchangers, reducinginstallation costs and complexity compared to conventionalgeothermal systems that require extensive borehole drilling ...Di Liddo, Anthony +2 more
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Seismic Performance of Helical Piles
World Congress on Civil, Structural, and Environmental Engineering, 2022openaire +1 more source
Seismic response of helical pile groups from shake table experiments
Soil Dynamics and Earthquake Engineering, 2022M Hesham El Naggar, Ahmed Elgamal
exaly
Evaluation of Design Methods for Helical Piles
2021Chong Tang, Kok-Kwang Phoon
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Effects of strain rate and strain softening on the installation of helical pile in soft clay
Ocean Engineering, 2023Mi Zhou, Yinghui Tian, Xihong Zhang
exaly
Experimental and Numerical Modelling of Helical Pile Foundation
The abstract for this item has not been populated.openaire +1 more source

