ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2014, Vol. 34 ›› Issue (1): 41-47.DOI: 10.3973/j.issn.1672-741X.2014.01.007
Previous Articles Next Articles
WANG Lin1, TAN Peilian2, WANG Gen3
Received:
Revised:
Online:
Published:
Abstract:
Wangchengpo station on line 2 of Changsha Metro is built before the Grand Hexi Transportation Center Project is planned. The Grand Hexi Transportation Center Project is to be integrated with No. 2 ventilation passage and No. 3 entrance/exit passage of Wangchengpo Metro station. Therefore, protection measures should be taken for No. 2 ventilation passage and No. 3 entrance/exit passage of Wangchengpo Metro station before the construction of the Grand Hexi Transportation Center Project is started. The execution of the protection measures for the ancillary structures is simulated by means of FE analysis program ANSYS, so as to study the rationality of the protection measures. The surrounding displacement and internal forces of the ancillary structures of the Metro works before and after taking protection measures are analyzed and it is determined that connection beams should be installed along the top of the retaining piles to transform the retaining piles, entrance/exit passage and ventilation passage into an integral structure, so as to improve the integrality of the ancillary structures of the Metro station. Conclusion is drawn that the protection should be focused on the entrance/exit passage structure and that, due to the separation effect of the retaining piles, the ventilation passage needs no protection measures.
Key words: Changsha Metro, Wangchengpo Metro station, ancillary structure, foundation pit, protection measure, numerical analysis
WANG Lin, TAN Peilian, WANG Gen. Numerical Analysis on Design of Protection Measures for Ancillary Structures of Wangchengpo Metro Station[J]. Tunnel Construction, 2014, 34(1): 41-47.
0 / / Recommend
Add to citation manager EndNote|Ris|BibTeX
URL: http://www.suidaojs.com/EN/10.3973/j.issn.1672-741X.2014.01.007
http://www.suidaojs.com/EN/Y2014/V34/I1/41