Fully and partially toe-restrained piles subjected to ground motion excitation

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Cite
Fernández, L., et al. “Fully and Partially Toe-Restrained Piles Subjected to Ground Motion Excitation”. Soil Dynamics and Earthquake Engineering, vol. 39, 2012, pp. 1-10, https://doi.org/10.1016/j.soildyn.2012.01.009.
Fernández, L., Avilés, J., & Murià-Vila, D. (2012). Fully and partially toe-restrained piles subjected to ground motion excitation. Soil Dynamics and Earthquake Engineering, 39, 1-10. https://doi.org/10.1016/j.soildyn.2012.01.009
Fernández, L., J. Avilés, and D. Murià-Vila. “Fully and Partially Toe-Restrained Piles Subjected to Ground Motion Excitation”. Soil Dynamics and Earthquake Engineering 39 (2012): 1-10. https://doi.org/10.1016/j.soildyn.2012.01.009.
Fernández L, Avilés J, Murià-Vila D. Fully and partially toe-restrained piles subjected to ground motion excitation. Soil Dynamics and Earthquake Engineering. 2012;39:1-10.
Journal Categories
Science
Geology
Technology
Engineering (General)
Civil engineering (General)
Technology
Engineering (General)
Civil engineering (General)
Engineering geology
Rock mechanics
Soil mechanics
Underground construction
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Refrences
Title Journal Journal Categories Citations Publication Date
Simplified approach for the seismic response of a pile foundation 2009
Ground Movements – A Hidden Source of Loading on Deep Foundations DFI Journal The Journal of the Deep Foundations Institute 9 2007
Fixed-head pile bending by kinematic interaction and criteria for its minimization at optimal pile radius 2005
Pseudostatic approach for seismic analysis of single piles 2001
Kinematic pile bending during earthquakes: analysis and field measurements

 Géotechnique
  • Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction
  • Technology: Engineering (General). Civil engineering (General)
  • Technology: Engineering (General). Civil engineering (General)
 128 2001
Refrences Analysis
Category Category Repetition
Technology: Engineering (General). Civil engineering (General)7
Science: Geology5
Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction4
The category Technology: Engineering (General). Civil engineering (General) 7 is the most frequently represented among the references in this article. It primarily includes studies from Soil Dynamics and Earthquake Engineering The chart below illustrates the number of referenced publications per year.
Refrences used by this article by year
Citations
Title Journal Journal Categories Citations Publication Date
Winkler model for pile seismic analysis considering end constraints effects HBRC Journal
  • Technology: Engineering (General). Civil engineering (General)
  • Technology: Building construction
 1 2018
Citations Analysis
The first research to cite this article was titled Winkler model for pile seismic analysis considering end constraints effects and was published in 2018. The most recent citation comes from a 2018 study titled Winkler model for pile seismic analysis considering end constraints effects. This article reached its peak citation in 2018, with 1 citations. It has been cited in 1 different journals. Among related journals, the HBRC Journal cited this research the most, with 1 citations. The chart below illustrates the annual citation trends for this article.
Citations used this article by year