Ultimate Lateral Resistance of Piles in Cohesive Soil
Article Properties
-
LanguageEnglish
-
DOI (url)
-
Publication Date2013/08/01
-
Indian UGC (journal)
-
Refrences18
-
Citations8
-
Lassaad Hazzar
-
Mourad Karray
-
Mounir Bouassida
-
Mahmoud N. Hussien
Cite
Hazzar, Lassaad, et al. “Ultimate Lateral Resistance of Piles in Cohesive Soil”. DFI Journal The Journal of the Deep Foundations Institute, vol. 7, no. 1, 2013, pp. 59-68, https://doi.org/10.1179/dfi.2013.005.
Hazzar, L., Karray, M., Bouassida, M., & Hussien, M. N. (2013). Ultimate Lateral Resistance of Piles in Cohesive Soil. DFI Journal The Journal of the Deep Foundations Institute, 7(1), 59-68. https://doi.org/10.1179/dfi.2013.005
Hazzar, Lassaad, Mourad Karray, Mounir Bouassida, and Mahmoud N. Hussien. “Ultimate Lateral Resistance of Piles in Cohesive Soil”. DFI Journal The Journal of the Deep Foundations Institute 7, no. 1 (2013): 59-68. https://doi.org/10.1179/dfi.2013.005.
Hazzar L, Karray M, Bouassida M, Hussien MN. Ultimate Lateral Resistance of Piles in Cohesive Soil. DFI Journal The Journal of the Deep Foundations Institute. 2013;7(1):59-68.
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| 10.1061/JSFEAQ.0000611 | 1964 | |||
| 10.1061/AJGEB6.0000401 | 1977 | |||
| 10.1061/AJGEB6.0000401 | 1997 | |||
| Research report | 1977 | |||
| Research report | 1961 |
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Influence of Uncertainty in the Elastic Modulus of Soil on the Combined Axial and Laterally Loaded Pile Group | Indian Geotechnical Journal |
| 2024 | |
| Probabilistic Analysis of lateral bearing capacity of pile-soil System | International Journal of Geotechnical Engineering |
| 3 | 2021 |
Analysis of defective prestressed pipe piles residual bearing capacity and treatment measures | Interpretation |
| 2020 | |
Simplified Numerical Models to Simulate Hollow Monopile Wind Turbine Foundations | Journal of Marine Science and Engineering |
| 3 | 2020 |
| Two-dimensional modelling evaluation of laterally loaded piles based on three-dimensional analyses | Geomechanics and Geoengineering |
| 1 | 2019 |
Citations Analysis
The category
Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction 4
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Simple Expression of the Ultimate Lateral Resistance of Piles on Sand based on Active Pile Length and was published in 2015. The most recent citation comes from a 2024 study titled Influence of Uncertainty in the Elastic Modulus of Soil on the Combined Axial and Laterally Loaded Pile Group. This article reached its peak citation in 2020, with 2 citations. It has been cited in 7 different journals, 14% of which are open access. Among related journals, the International Journal of Geotechnical Engineering cited this research the most, with 2 citations. The chart below illustrates the annual citation trends for this article.