Ground Movements – A Hidden Source of Loading on Deep Foundations
Article Properties
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LanguageEnglish
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DOI (url)
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Publication Date2007/11/01
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Indian UGC (journal)
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Refrences54
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Citations9
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Harry G. Poulos
Cite
Poulos, Harry G. “Ground Movements – A Hidden Source of Loading on Deep Foundations”. DFI Journal The Journal of the Deep Foundations Institute, vol. 1, no. 1, 2007, pp. 37-53, https://doi.org/10.1179/dfi.2007.004.
Poulos, H. G. (2007). Ground Movements – A Hidden Source of Loading on Deep Foundations. DFI Journal The Journal of the Deep Foundations Institute, 1(1), 37-53. https://doi.org/10.1179/dfi.2007.004
Poulos, Harry G. “Ground Movements – A Hidden Source of Loading on Deep Foundations”. DFI Journal The Journal of the Deep Foundations Institute 1, no. 1 (2007): 37-53. https://doi.org/10.1179/dfi.2007.004.
Poulos HG. Ground Movements – A Hidden Source of Loading on Deep Foundations. DFI Journal The Journal of the Deep Foundations Institute. 2007;1(1):37-53.
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Ground and Pile-Group Responses Due to Tunnelling | Soils and Foundations |
| 84 | 2001 |
Centrifuge model testing of tunnelling-induced ground and pile deformations | Géotechnique |
| 176 | 2000 |
| 3-D elastic analysis of vertical piles subjected to passive loadings | Computers and Geotechnics |
| 2001 | |
| Analysis of performance of pile groups adjacent to deep excavation. Jnl | 1991 | |||
Effect of seafloor instability on offshore pile foundations | Canadian Geotechnical Journal |
| 18 | 1991 |
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Large-Scale 1-g Model Tests on the Interaction Between Excavation Support Structure and Nearby Multi-Type Cushioned Piled Rafts: A Comparative Study | Iranian Journal of Science and Technology, Transactions of Civil Engineering |
| 2023 | |
Numerical Analysis on the Load Sharing Performance of Long-Short CFG Pile Composite Foundation Subjected to Rotation of Adjacent Retaining Wall | Advances in Civil Engineering |
| 1 | 2021 |
| Semianalytical Solutions for Abutment Piles Under Combined Active and Passive Loading | International Journal of Geomechanics |
| 2 | 2020 |
A Semianalytical Solution for Passively Loaded Piles Adjacent to Surcharge Load | Advances in Civil Engineering |
| 2 | 2020 |
CFG Pile Composite Foundation: Its Engineering Applications and Research Advances | Journal of Engineering |
| 4 | 2020 |
Citations Analysis
The category
Technology: Engineering (General). Civil engineering (General) 7
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Fully and partially toe-restrained piles subjected to ground motion excitation and was published in 2012. The most recent citation comes from a 2023 study titled Large-Scale 1-g Model Tests on the Interaction Between Excavation Support Structure and Nearby Multi-Type Cushioned Piled Rafts: A Comparative Study. This article reached its peak citation in 2020, with 4 citations. It has been cited in 8 different journals, 25% of which are open access. Among related journals, the Advances in Civil Engineering cited this research the most, with 2 citations. The chart below illustrates the annual citation trends for this article.