0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Design and construction example of inadequate embedded depth of retaining piles in ventilation tower basement excavation of underwater tunnel

Author(s):
Medium: journal article
Language(s): English
Published in: IOP Conference Series: Materials Science and Engineering, , n. 1, v. 741
Page(s): 012113
DOI: 10.1088/1757-899x/741/1/012113
Abstract:

The ventilation tower basement excavation of Haicang Tunnel in Huli District of Xiamen City is taken as an example in this article. Owing to design alteration, the analysis of inadequate embedded depth of retaining piles is executed. Result reveals that measures of shotcrete-bolt support system, steal arch system and divisional digging method can successfully ensure the safety of the changed excavation structure. Thoughts and consideration of the calculating method of this design change is described in the end, which may be helpful to familiar constructions.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1088/1757-899x/741/1/012113.
  • About this
    data sheet
  • Reference-ID
    10675398
  • Published on:
    29/05/2022
  • Last updated on:
    29/05/2022
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine