Pile response due to unsupported excavation-induced lateral soil movement
Article Properties
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LanguageEnglish
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DOI (url)
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Publication Date1996/08/20
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Journal
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Indian UGC (journal)
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Citations37
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H G Poulos
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L T Chen
Abstract
Cite
Poulos, H G, and L T Chen. “Pile Response Due to Unsupported Excavation-Induced Lateral Soil Movement”. Canadian Geotechnical Journal, vol. 33, no. 4, 1996, pp. 670-7, https://doi.org/10.1139/t96-091-312.
Poulos, H. G., & Chen, L. T. (1996). Pile response due to unsupported excavation-induced lateral soil movement. Canadian Geotechnical Journal, 33(4), 670-677. https://doi.org/10.1139/t96-091-312
Poulos, H G, and L T Chen. “Pile Response Due to Unsupported Excavation-Induced Lateral Soil Movement”. Canadian Geotechnical Journal 33, no. 4 (1996): 670-77. https://doi.org/10.1139/t96-091-312.
Poulos HG, Chen LT. Pile response due to unsupported excavation-induced lateral soil movement. Canadian Geotechnical Journal. 1996;33(4):670-7.
Journal Categories
Science
Geology
Technology
Engineering (General)
Civil engineering (General)
Technology
Engineering (General)
Civil engineering (General)
Engineering geology
Rock mechanics
Soil mechanics
Underground construction
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Influence of pile-raft connection on lateral performance of combined pile-raft foundations adjacent to tunnelling | Underground Space | 2024 | ||
| Improved prediction of pile bending moment and deflection due to adjacent braced excavation | Frontiers of Structural and Civil Engineering |
| 1 | 2023 |
| Analytical solution for adjacent pile deformation induced by excavation construction of transportation facilities considering heavy rainfall influence | Computers and Geotechnics |
| 2023 | |
| Stochastic analysis of excavation-induced wall deflection and box culvert settlement considering spatial variability of soil stiffness | Journal of Rock Mechanics and Geotechnical Engineering |
| 1 | 2023 |
Study on the Influence of Excavation of Superlarge and Ultra-Deep Foundation Pits on the Pile Foundation of Existing Viaducts | Advances in Civil Engineering |
| 1 | 2023 |
Citations Analysis
The category
Technology: Engineering (General). Civil engineering (General) 22
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Piles Subjected to Lateral Soil Movements and was published in 1997. The most recent citation comes from a 2024 study titled Influence of pile-raft connection on lateral performance of combined pile-raft foundations adjacent to tunnelling. This article reached its peak citation in 2023, with 6 citations. It has been cited in 21 different journals, 33% of which are open access. Among related journals, the Computers and Geotechnics cited this research the most, with 5 citations. The chart below illustrates the annual citation trends for this article.