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...
Salvato in:
| Autore principale: | |
|---|---|
| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2019-07-01
|
| Serie: | Yantu gongcheng xuebao |
| Soggetti: | |
| Accesso online: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2019S1006 |
| Tags: |
Nessun Tag, puoi essere il primo ad aggiungerne!!
|