Spectral Analysis of Surface Wave for Empirical Elastic Design of Anchored Foundations

Helical anchors are vital support components for power transmission lines. Failure of a single anchor can lead to the loss of an entire transmission line structure which results in the loss of power for downstream community. Despite being important, it is not practical to use conventional borehole m...

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Main Authors: S. E. Chen, C. K. Ong
Format: Article
Language:English
Published: Wiley 2012-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2012/635257
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author S. E. Chen
C. K. Ong
author_facet S. E. Chen
C. K. Ong
author_sort S. E. Chen
collection DOAJ
description Helical anchors are vital support components for power transmission lines. Failure of a single anchor can lead to the loss of an entire transmission line structure which results in the loss of power for downstream community. Despite being important, it is not practical to use conventional borehole method of subsurface exploration, which is labor intensive and costly, for estimating soil properties and anchor holding capacity. This paper describes the use of an empirical and elasticity-based design technique coupled with the spectral analysis of surface wave (SASW) technique to provide subsurface information for anchor foundation designs. Based on small-strain wave propagation, SASW determines shear wave velocity profile which is then correlated to anchor holding capacity. A pilot project involving over 400 anchor installations has been performed and demonstrated that such technique is reliable and can be implemented into transmission line structure designs.
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institution Kabale University
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language English
publishDate 2012-01-01
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series Advances in Civil Engineering
spelling doaj-art-2477bdd3b2054086a74785105751b85f2025-02-03T01:20:28ZengWileyAdvances in Civil Engineering1687-80861687-80942012-01-01201210.1155/2012/635257635257Spectral Analysis of Surface Wave for Empirical Elastic Design of Anchored FoundationsS. E. Chen0C. K. Ong1Department of Civil and Environmental Engineering, University of North Carolina at Charlotte, Charlotte, NC 28223, USABurns and McDonnell, Houston, TX 77027, USAHelical anchors are vital support components for power transmission lines. Failure of a single anchor can lead to the loss of an entire transmission line structure which results in the loss of power for downstream community. Despite being important, it is not practical to use conventional borehole method of subsurface exploration, which is labor intensive and costly, for estimating soil properties and anchor holding capacity. This paper describes the use of an empirical and elasticity-based design technique coupled with the spectral analysis of surface wave (SASW) technique to provide subsurface information for anchor foundation designs. Based on small-strain wave propagation, SASW determines shear wave velocity profile which is then correlated to anchor holding capacity. A pilot project involving over 400 anchor installations has been performed and demonstrated that such technique is reliable and can be implemented into transmission line structure designs.http://dx.doi.org/10.1155/2012/635257
spellingShingle S. E. Chen
C. K. Ong
Spectral Analysis of Surface Wave for Empirical Elastic Design of Anchored Foundations
Advances in Civil Engineering
title Spectral Analysis of Surface Wave for Empirical Elastic Design of Anchored Foundations
title_full Spectral Analysis of Surface Wave for Empirical Elastic Design of Anchored Foundations
title_fullStr Spectral Analysis of Surface Wave for Empirical Elastic Design of Anchored Foundations
title_full_unstemmed Spectral Analysis of Surface Wave for Empirical Elastic Design of Anchored Foundations
title_short Spectral Analysis of Surface Wave for Empirical Elastic Design of Anchored Foundations
title_sort spectral analysis of surface wave for empirical elastic design of anchored foundations
url http://dx.doi.org/10.1155/2012/635257
work_keys_str_mv AT sechen spectralanalysisofsurfacewaveforempiricalelasticdesignofanchoredfoundations
AT ckong spectralanalysisofsurfacewaveforempiricalelasticdesignofanchoredfoundations