Three-dimensional finite element analysis of impact of utility tunnel construction on overlying deep excavations
A shielding method utility tunnel is constructed underneath the foundation pit using the cover-excavation method in Shenyang. Based on the analysis and comparison of the measured data of this project, a three-dimensional finite element model is established using the HSS constitutive model. The defor...
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| Hlavní autor: | |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2019-07-01
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| Edice: | Yantu gongcheng xuebao |
| Témata: | |
| On-line přístup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2019S1006 |
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