Lateral Performance of Two-Section Helical Piles in Soft Soils

Article Properties
Cite
Sakr, Mohammed. “Lateral Performance of Two-Section Helical Piles in Soft Soils”. DFI Journal The Journal of the Deep Foundations Institute, vol. 3, no. 2, 2009, pp. 37-48, https://doi.org/10.1179/dfi.2009.010.
Sakr, M. (2009). Lateral Performance of Two-Section Helical Piles in Soft Soils. DFI Journal The Journal of the Deep Foundations Institute, 3(2), 37-48. https://doi.org/10.1179/dfi.2009.010
Sakr, Mohammed. “Lateral Performance of Two-Section Helical Piles in Soft Soils”. DFI Journal The Journal of the Deep Foundations Institute 3, no. 2 (2009): 37-48. https://doi.org/10.1179/dfi.2009.010.
Sakr M. Lateral Performance of Two-Section Helical Piles in Soft Soils. DFI Journal The Journal of the Deep Foundations Institute. 2009;3(2):37-48.
Refrences
Title Journal Journal Categories Citations Publication Date
10.1061/JSFEAQ.0001659 1971
10.1061/JSFEAQ.0001659 1989
10.1061/JSFEAQ.0001659 1974
10.1061/JSFEAQ.0001659 1995
10.1061/JSFEAQ.0001659 1990
Citations
Title Journal Journal Categories Citations Publication Date
Frost jacking characteristics of steel pipe screw piles for photovoltaic support foundations in high-latitude and low-altitude regions Soils and Foundations
  • Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction
  • Science: Geology
  • Technology: Engineering (General). Civil engineering (General)
  • Science: Geology
 2 2023
Performance of laterally loaded helical piles in clayey soils established from field experience DFI Journal The Journal of the Deep Foundations Institute 5 2018
Citations Analysis
Category Category Repetition
Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction1
Science: Geology1
Technology: Engineering (General). Civil engineering (General)1
The category Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction 1 is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Performance of laterally loaded helical piles in clayey soils established from field experience and was published in 2018. The most recent citation comes from a 2023 study titled Frost jacking characteristics of steel pipe screw piles for photovoltaic support foundations in high-latitude and low-altitude regions. This article reached its peak citation in 2023, with 1 citations. It has been cited in 2 different journals. Among related journals, the Soils and Foundations 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