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Journal ArticleDOI

Axial testing and numerical modeling of square shaft helical piles under compressive and tensile loading

Ben Livneh, +1 more
- 31 Jul 2008 - 
- Vol. 45, Iss: 8, pp 1142-1155
TLDR
In this paper, a detailed investigation of axial performance of helical piles is presented, where axial loads are investigated for both tensile and compressive axial load loads.
Abstract
Helical piles are increasingly used to support and rehabilitate structures subjected to both tensile and compressive axial loads This paper presents a detailed investigation into the axial perform

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Citations
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Journal ArticleDOI

Performance of helical piles in oil sand

TL;DR: In this paper, the results of a comprehensive pile load test program and observations from field monitoring of helical piles with either a single helix or double helixes installed in oil sand are presented.
Journal ArticleDOI

Axial compressive capacity of helical piles from field tests and numerical study

TL;DR: In this paper, the compressive capacity of helical piles in sand and clay is investigated by means of field testing and numerical modeling using the computer program ABAQUS and numerical models.
Journal ArticleDOI

Helical piles: an innovative foundation design option for offshore wind turbines.

TL;DR: This paper presents the use of helical pile foundations, routinely applied onshore where large tension capacities are required, for use offshore, where a significant upscaling of the technology will be needed, particularly of the equipment required for installation of the piles.
Journal ArticleDOI

Relationship between installation torque and uplift capacity of deep helical piles in sand

TL;DR: The empirical torque correlation factor (KT) as discussed by the authors, which relates the uplift capacity to the installation torque of helical piles, is routinely used as an on-site instrument for quality control with this method.
Journal ArticleDOI

Experimental Studies on Behavior of Single Pile under Combined Uplift and Lateral Loading

TL;DR: In this article, the behavior of a single pile in sand under combined uplift and lateral load was investigated using physical scaling laws, based on adopted material properties of model and prototype pile foundations.
References
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Journal ArticleDOI

The Ultimate Uplift Capacity of Foundations

TL;DR: In this article, the ultimate uplift capacity of foundations with special reference to transmission tower footings is evaluated and a number of model uplift tests made by the authors and by others are studied and evaluated.
Journal ArticleDOI

The behaviour of anchor plates in sand

R. K. Rowe, +1 more
- 01 Mar 1982 - 
TL;DR: In this paper, the authors describe a theoretical investigation into the behavior of anchor plates in sand, considering the effects of anchor embedment, friction angle, dilatancy, initial stress and initial stress on the anchor.

High capacity piles

Journal ArticleDOI

Uplift of Anchor Plates in Sand

TL;DR: In this article, an investigation into the vertical uplift of anchor plates in a cohesionless medium is described, and factors investigated in relation to the loaddisplacement response were the size and shape of plate.
Journal ArticleDOI

Breakout resistance of objects embedded in ocean bottom

TL;DR: For relatively shallow anchors in undisturbed dense and stiff soils, general shear along a convex, torical slip surface is observed as mentioned in this paper, which degenerates into a cylindrical surface for remolded, compressible and semiliquid soils.