Aiming at the segment damage phenomenon in the double
shield TBM construction of Duoxiongla tunnel, the characteristics of segment
cracking opportunity, crack size and distribution, segment dislocation are
analyzed. On this basis, whether the segment is cracked are analyzed under
normal driving, out of difficulty, oil cylinder offset, segment dislocation
conditions through numerical calculation. The results show that: (1)Segment
damage is mainly caused by cracking and dislocation and most of the initial
cracking occurred within 10 m behind the tail shield. (2)The segments are
mainly cracked longitudinally and concentrated above the side wall. (3)Under
the condition of TBM normal driving and out of difficulty driving, the segment
does not crack, and the segment structure design meets the requirements. (4)In
the aspect of single factor influence, the displacement of auxiliary oil
cylinder and segment dislocation have a great influence on the stress of
segment structure; When the displacement of oil cylinder action point exceeds 3
cm outside the segment center line and the segment longitudinal dislocation exceeds
7 cm, it is easy to cause segment cracking, which should be paid attention to
in construction.
CHEN Weitao
,
LI Shu
,
ZHANG Zihan
. Segment Cracking Analysis of Double Shield TBM Tunnel
in Construction Stage[J]. Tunnel Construction, 2020
, 40(S2)
: 50
-57
.
DOI: 10.3973/j.issn.2096-4498.2020.S2.007