Ground and Pile-Group Responses Due to Tunnelling
Article Properties
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LanguageEnglish
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DOI (url)
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Publication Date2001/02/01
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Journal
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Indian UGC (journal)
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Refrences23
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Citations84
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N. Loganathan
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H.G. Poulos
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K.J. Xu
Cite
Loganathan, N., et al. “Ground and Pile-Group Responses Due to Tunnelling”. Soils and Foundations, vol. 41, no. 1, 2001, pp. 57-67, https://doi.org/10.3208/sandf.41.57.
Loganathan, N., Poulos, H., & Xu, K. (2001). Ground and Pile-Group Responses Due to Tunnelling. Soils and Foundations, 41(1), 57-67. https://doi.org/10.3208/sandf.41.57
Loganathan, N., H.G. Poulos, and K.J. Xu. “Ground and Pile-Group Responses Due to Tunnelling”. Soils and Foundations 41, no. 1 (2001): 57-67. https://doi.org/10.3208/sandf.41.57.
Loganathan N, Poulos H, Xu K. Ground and Pile-Group Responses Due to Tunnelling. Soils and Foundations. 2001;41(1):57-6.
Journal Categories
Science
Geology
Technology
Engineering (General)
Civil engineering (General)
Technology
Engineering (General)
Civil engineering (General)
Engineering geology
Rock mechanics
Soil mechanics
Underground construction
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Surface settlements due to deformation of a tunnel in an elastic half plane | Géotechnique |
| 301 | 1996 |
| Downdrag forces in a group of piles | 1989 | |||
| Analytical prediction for tunnelling-induced ground movements in clays | 1998 | |||
Analysis of undrained soil deformation due to ground loss | Géotechnique |
| 391 | 1987 |
A theoretical examination of the settlements induced by tunnelling: four case histories | Canadian Geotechnical Journal |
| 70 | 1983 |
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Concrete tunnel-pile interaction in local sand of Bangladesh under dynamic loading | Arabian Journal of Geosciences |
| 2024 | |
| Using Novel Optimization Algorithms with Support Vector Regression to Estimate Pile Settlement Rates | Indian Geotechnical Journal |
| 2024 | |
Nonlinear anisotropic finite element analysis of liquefiable tunnel–sand–pile interaction under seismic excitation | Deep Underground Science and Engineering |
| 5 | 2023 |
Numerically liquefaction analysis of tunnel‐sand pile interaction (TSPI) under seismic excitation | Geomechanics and Tunnelling | 7 | 2023 | |
| Performance of Side-by-Side Twin Tunnel Excavation under a Single Pile and Pile Group by the NATM | Chemistry of Natural Compounds |
| 2023 |
Citations Analysis
The category
Technology: Engineering (General). Civil engineering (General) 55
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled 3-D elastic analysis of vertical piles subjected to “passive” loadings and was published in 2001. The most recent citation comes from a 2024 study titled Concrete tunnel-pile interaction in local sand of Bangladesh under dynamic loading. This article reached its peak citation in 2022, with 12 citations. It has been cited in 42 different journals, 21% of which are open access. Among related journals, the Tunnelling and Underground Space Technology cited this research the most, with 13 citations. The chart below illustrates the annual citation trends for this article.