Analysis of ground settlement caused by tunnel construction
Apstrakt
Prediction of ground settlement is considered as highly significant in the design of tunnels located in urban areas. 2D and 3D modelling of tunnel construction, as needed for settlement analysis, is made according to the finite-element method. The ground settlement profiles, obtained during simulation of the small-depth openface tunnel excavation in clayey-marly terrain, are presented. Settlement cross sections obtained by 2D and 3D analyses are compared.
Ključne reči:
tunnel / ground surface settlement / 3D modelling / finite-element methodIzvor:
Građevinar, 2012, 64, 7, 573-581Izdavač:
- Croatian Association of Civil Engineers
DOI: 10.14256/JCE.675.2012
ISSN: 0350-2465
WoS: 000309249200004
Scopus: 2-s2.0-84865244928
Institucija/grupa
GraFarTY - JOUR AU - Maraš-Dragojević, Snežana PY - 2012 UR - https://grafar.grf.bg.ac.rs/handle/123456789/441 AB - Prediction of ground settlement is considered as highly significant in the design of tunnels located in urban areas. 2D and 3D modelling of tunnel construction, as needed for settlement analysis, is made according to the finite-element method. The ground settlement profiles, obtained during simulation of the small-depth openface tunnel excavation in clayey-marly terrain, are presented. Settlement cross sections obtained by 2D and 3D analyses are compared. PB - Croatian Association of Civil Engineers T2 - Građevinar T1 - Analysis of ground settlement caused by tunnel construction EP - 581 IS - 7 SP - 573 VL - 64 DO - 10.14256/JCE.675.2012 ER -
@article{ author = "Maraš-Dragojević, Snežana", year = "2012", abstract = "Prediction of ground settlement is considered as highly significant in the design of tunnels located in urban areas. 2D and 3D modelling of tunnel construction, as needed for settlement analysis, is made according to the finite-element method. The ground settlement profiles, obtained during simulation of the small-depth openface tunnel excavation in clayey-marly terrain, are presented. Settlement cross sections obtained by 2D and 3D analyses are compared.", publisher = "Croatian Association of Civil Engineers", journal = "Građevinar", title = "Analysis of ground settlement caused by tunnel construction", pages = "581-573", number = "7", volume = "64", doi = "10.14256/JCE.675.2012" }
Maraš-Dragojević, S.. (2012). Analysis of ground settlement caused by tunnel construction. in Građevinar Croatian Association of Civil Engineers., 64(7), 573-581. https://doi.org/10.14256/JCE.675.2012
Maraš-Dragojević S. Analysis of ground settlement caused by tunnel construction. in Građevinar. 2012;64(7):573-581. doi:10.14256/JCE.675.2012 .
Maraš-Dragojević, Snežana, "Analysis of ground settlement caused by tunnel construction" in Građevinar, 64, no. 7 (2012):573-581, https://doi.org/10.14256/JCE.675.2012 . .