Uplift Performance of Multi-Helix Anchors in Desiccated Clay

Article Properties
Cite
Stuedlein, Armin W., and Jesi Young. “Uplift Performance of Multi-Helix Anchors in Desiccated Clay”. DFI Journal The Journal of the Deep Foundations Institute, vol. 6, no. 2, 2012, pp. 13-25, https://doi.org/10.1179/dfi.2012.007.
Stuedlein, A. W., & Young, J. (2012). Uplift Performance of Multi-Helix Anchors in Desiccated Clay. DFI Journal The Journal of the Deep Foundations Institute, 6(2), 13-25. https://doi.org/10.1179/dfi.2012.007
Stuedlein, Armin W., and Jesi Young. “Uplift Performance of Multi-Helix Anchors in Desiccated Clay”. DFI Journal The Journal of the Deep Foundations Institute 6, no. 2 (2012): 13-25. https://doi.org/10.1179/dfi.2012.007.
Stuedlein AW, Young J. Uplift Performance of Multi-Helix Anchors in Desiccated Clay. DFI Journal The Journal of the Deep Foundations Institute. 2012;6(2):13-25.
Refrences
Title Journal Journal Categories Citations Publication Date
10.1061/AJGEB6.0000066 1974
10.1061/9780784404843.ch04 2000
10.1061/AJGEB6.0000517 1977
10.1061/AJGEB6.0000517 1991
10.1061/AJGEB6.0000517 1968
Citations Analysis
The category Geography. Anthropology. Recreation: Environmental sciences 1 is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Effects of installation disturbance on behavior of multi-helix piles in structured clays and was published in 2015. The most recent citation comes from a 2020 study titled Apparatus development for contact mechanics of energy pile-soil interface. This article reached its peak citation in 2020, with 1 citations. It has been cited in 2 different journals, 50% of which are open access. Among related journals, the E3S Web of Conferences cited this research the most, with 1 citations. The chart below illustrates the annual citation trends for this article.
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