Full-scale tests on laterally loaded railway overhead line equipment mast foundations-Reference-Cited by-同舟云学术

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Full-scale tests on laterally loaded railway overhead line equipment mast foundations

Published:2021-11-16 Issue: Volume: Page:1-13
ISSN:0016-8505
Container-title:Géotechnique
language:en
Short-container-title:Géotechnique

Author:

Richards David J.¹^ORCID,Powrie William¹^ORCID,Blake Anthony P.¹^ORCID

Affiliation:

1. School of Engineering, Faculty of Engineering and Physical Sciences, University of Southampton, Southampton, UK.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.20.P.312

Reference26 articles.

1. API (American Petroleum Institute) (2014). API RP 2A-WSD: API recommended practice for planning, designing and constructing fixed offshore platforms – working stress design, 32nd edn. Washington, DC, USA: American Petroleum Institute.

2. Atkins (2010). Network electrification – new OLE foundation feasibility, Report No. GEN07, Recommendations for OLE foundations. Atkins.

3. BH (Buro Happold Engineering) (2015a). NR-working groups for electrification standards typical loading for GW series 1 TTC, 033622-BH (006/010), https://doi.org/10.5258/SOTON/D1117. Bath, UK: Buro Happold Engineering.

4. BH (2015b). Series 1 standard STC and TTC rev02, 033677, https://doi.org/10.5258/SOTON/D1117. Bath, UK: Buro Happold Engineering.

5. BH (2015c). Series 1 critical loading states for XL-TTC structures, 003677-BHP-DN-XL-TTC-001, https://doi.org/10.5258/SOTON/D1117. Bath, UK: Buro Happold Engineering.

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