To solve the technical
problems encountered in the construction of new underground passage projects
close to the existing structure in the development of underground space,based on the underground tunnel project of Old Hongzhen Street in
Shanghai, the authors expound an innovative application practice of freezing
method. This method combines freezing mining method with open-cut method and local reverse building method, and can be applied to
the new underpass project close to the existing structure. The design scheme,
freezing scheme, implementation process,implementation
effect, and monitoring data are analyzed. The following conclusions are drawn:
(1) The combination of freezing mining method and opencut
method is workable and has been approved by practical engineering. (2) The
construction monitoring data show that during the construction of the new
underground passage, the structural deformation of the existing metro entrance
No.1 is within the controllable range. The technology can achieve the purpose
that the existing metro passage is not stopped and the new passage has low
impact on the existing subway structure. (3) The measures of intermittent
freezing and opening pressure relief holes can effectively control the adverse
effects of frost heaving, and the vertical deformation of the existing
structure caused by frost heaving can be reduced by 40% to 75% within 7 days
after taking the measures.
HE Tengfei, WANG Wenyuan
.
Combined Application of Freezing Mining Method and Open-Cut Method in Underground Passage Engineering
[J]. Tunnel Construction, 2024
, 44(S1)
: 418
-426
.
DOI: 10.3973/j.issn.2096-4498.2024.S1.045