A Case Study of Passive Piles Failure in Open Excavation
Article Properties
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LanguageEnglish
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DOI (url)
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Publication Date2009/11/01
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Indian UGC (journal)
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Refrences12
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Citations6
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S.T. Kok
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B.B.K. Huat
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Jamaloddin Noorzaei
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Mohd Saleh Jaafar
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S.S. Gue
Cite
Kok, S.T., et al. “A Case Study of Passive Piles Failure in Open Excavation”. DFI Journal The Journal of the Deep Foundations Institute, vol. 3, no. 2, 2009, pp. 49-56, https://doi.org/10.1179/dfi.2009.011.
Kok, S., Huat, B., Noorzaei, J., Jaafar, M. S., & Gue, S. (2009). A Case Study of Passive Piles Failure in Open Excavation. DFI Journal The Journal of the Deep Foundations Institute, 3(2), 49-56. https://doi.org/10.1179/dfi.2009.011
Kok, S.T., B.B.K. Huat, Jamaloddin Noorzaei, Mohd Saleh Jaafar, and S.S. Gue. “A Case Study of Passive Piles Failure in Open Excavation”. DFI Journal The Journal of the Deep Foundations Institute 3, no. 2 (2009): 49-56. https://doi.org/10.1179/dfi.2009.011.
Kok S, Huat B, Noorzaei J, Jaafar MS, Gue S. A Case Study of Passive Piles Failure in Open Excavation. DFI Journal The Journal of the Deep Foundations Institute. 2009;3(2):49-56.
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Title | 1996 | |||
Pile response due to unsupported excavation-induced lateral soil movement | Canadian Geotechnical Journal |
| 37 | 1996 |
| 10.1061/(ASCE)1090-0241(2006)132:1(36) | ||||
| 10.1061/(ASCE)1090-0241(2006)132:1(45) | ||||
| 10.1061/(ASCE)1090-0241(2003)129:1(58) |
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Extensive overview of soil constitutive relations and applications for geotechnical engineering problems | Heliyon | 7 | 2023 | |
| A numerical interpretation of the soil-pile interaction for the pile adjacent to an excavation in clay | Tunnelling and Underground Space Technology |
| 9 | 2022 |
| Simulation of pile cap contribution to the lateral pile performance due to adjacent excavation | Acta Geotechnica |
| 7 | 2021 |
| Lateral bearing performance and mechanism of piles in the transition zone due to pit-in-pit excavation | Acta Geotechnica |
| 11 | 2021 |
| Effect of loading sequence on lateral soil-pile interaction due to excavation | Computers and Geotechnics |
| 6 | 2021 |
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 Evaluation of lateral response of single piles to adjacent excavation using data from cone penetration tests and was published in 2019. The most recent citation comes from a 2023 study titled Extensive overview of soil constitutive relations and applications for geotechnical engineering problems. This article reached its peak citation in 2021, with 3 citations. It has been cited in 5 different journals. Among related journals, the Acta Geotechnica cited this research the most, with 2 citations. The chart below illustrates the annual citation trends for this article.