Numerical analysis of surface subsidence in asymmetric parallel highway tunnels
Article Properties
-
LanguageEnglish
-
DOI (url)
-
Publication Date2017/02/01
-
Indian UGC (journal)
-
Refrences54
-
Citations62
-
Ratan Das ORCID (unauthenticated)
-
P.K. Singh
-
Ashutosh Kainthola
-
Suman Panthee
-
T.N. Singh
Cite
Das, Ratan, et al. “Numerical Analysis of Surface Subsidence in Asymmetric Parallel Highway Tunnels”. Journal of Rock Mechanics and Geotechnical Engineering, vol. 9, no. 1, 2017, pp. 170-9, https://doi.org/10.1016/j.jrmge.2016.11.009.
Das, R., Singh, P., Kainthola, A., Panthee, S., & Singh, T. (2017). Numerical analysis of surface subsidence in asymmetric parallel highway tunnels. Journal of Rock Mechanics and Geotechnical Engineering, 9(1), 170-179. https://doi.org/10.1016/j.jrmge.2016.11.009
Das, Ratan, P.K. Singh, Ashutosh Kainthola, Suman Panthee, and T.N. Singh. “Numerical Analysis of Surface Subsidence in Asymmetric Parallel Highway Tunnels”. Journal of Rock Mechanics and Geotechnical Engineering 9, no. 1 (2017): 170-79. https://doi.org/10.1016/j.jrmge.2016.11.009.
1.
Das R, Singh P, Kainthola A, Panthee S, Singh T. Numerical analysis of surface subsidence in asymmetric parallel highway tunnels. Journal of Rock Mechanics and Geotechnical Engineering. 2017;9(1):170-9.
Journal Categories
Science
Geology
Science
Geology
Mineralogy
Science
Geology
Petrology
Technology
Engineering (General)
Civil engineering (General)
Engineering geology
Rock mechanics
Soil mechanics
Underground construction
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Control of rock joint parameters on deformation of tunnel opening | Journal of Rock Mechanics and Geotechnical Engineering |
| 30 | 2016 |
| Stability analysis of shallow tunnels subjected to eccentric loads by a boundary element method | Journal of Rock Mechanics and Geotechnical Engineering |
| 37 | 2016 |
| Appropriate Uses and Practical Limitations of 2D Numerical Analysis of Tunnels and Tunnel Support Response | Geotechnical and Geological Engineering |
| 71 | 2014 |
| Tunnelling through weak and fragile rocks of Himalayas | International Journal of Mining Science and Technology |
| 11 | 2014 |
| Stability of unlined twin tunnels in undrained clay | Tunnelling and Underground Space Technology |
| 66 | 2010 |
Refrences Analysis
The category
Technology: Engineering (General). Civil engineering (General) 49
is the most frequently represented among the references in this article. It primarily includes studies from Tunnelling and Underground Space Technology and International Journal of Rock Mechanics and Mining Sciences. The chart below illustrates the number of referenced publications per year.
Refrences used by this article by year
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| 3DEC Numerical Analysis of Failure Characteristics for Tunnel in Stratified Rock Masses | KSCE Journal of Civil Engineering |
| 2024 | |
Mechanical responses of underground carriageway structures due to construction of metro tunnels beneath the existing structure: A case study | Deep Underground Science and Engineering |
| 1 | 2023 |
Case study of performance assessment of overlapping shield tunnels with a small curve radius | Deep Underground Science and Engineering |
| 1 | 2023 |
| Experimental and numerical investigations on cross rock pillar method for super large cross-sectional tunnel excavation | Bulletin of Engineering Geology and the Environment |
| 2023 | |
| Analysis of Behaviour of Caverns with Varying Pillar Widths Between the Caverns | Geotechnical and Geological Engineering |
| 2023 |
Citations Analysis
The category
Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction 31
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Unloading performances and stabilizing practices for columnar jointed basalt: A case study of Baihetan hydropower station and was published in 2017. The most recent citation comes from a 2024 study titled 3DEC Numerical Analysis of Failure Characteristics for Tunnel in Stratified Rock Masses. This article reached its peak citation in 2021, with 19 citations. It has been cited in 32 different journals, 21% of which are open access. Among related journals, the Geotechnical and Geological Engineering cited this research the most, with 9 citations. The chart below illustrates the annual citation trends for this article.