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Relationship between installation torque and axial capacities of helical piles in cohesionless soils

2014· article· en· 49 citations· W2127916033 on OpenAlex· 10.1139/cgj-2013-0395

Why is this work in the frame?

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

Canadian affiliationAn author listed a Canadian institution. This is the only route the usual frame has.
Canadian venueIt was published in a Canadian venue.

Post-publication record

Nature
Retraction
Reason
Duplication of/in Article;Euphemisms for Duplication;
Date
8/30/2017 0:00
Flagged by OpenAlex?
Yes

Source: Retraction Watch, joined by DOI. OpenAlex records retraction as is_retracted, a boolean over a state space with at least four values, so it cannot express an expression of concern, a correction or a reinstatement — it reports them as false, which reads as “fine”.

Abstract

With the rapid growth of the helical piling industry for oil and gas projects and transmission lines, reliable installation torque estimates and measurements become crucial. This paper presents a theoretical model developed to estimate the torsional resistance of cohesionless soils to helical pile installation. The theoretical torque model was verified using installation records collected from different sites. The paper also highlights factors that affect helical pile installation, including soil properties, fluctuation in groundwater levels, shape of pile shaft, pile geometry, and method of helical pile installation. The proposed torsional resistance model was then used to establish the traditional torque factors to proportionally correlate the axial capacity of helical pile and the installation torque. The results of the study indicated that the torque factor is a function of the load path (i.e., tension or compression). Therefore, torque factors in compression and tension, K c and K t , respectively, were formulated and presented in the paper.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

The record

Venue
Canadian Geotechnical Journal
Topic
Geotechnical Engineering and Soil Mechanics
Field
Engineering
Canadian institutions
Western University
Funders
Keywords
TorquePileGeotechnical engineeringTension (geology)EngineeringCompression (physics)Structural engineeringSoil waterGeologyMaterials sciencePhysicsComposite material
Has abstract in OpenAlex
yes