Civil Engineering Reference
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Fig. 11.6 Railway bridges of Lan-xin railway which was located in 100-km wind area of Turpan
Fig. 11.7 The left abandoned bridge pier and serious drying shrinkage crack on beam
Figure
11.7
has shown the left abandoned bridge pier and serious drying
shrinkage crack on beam. In order to prevent in
uence of further crack development
on train sunning security, reinforced concrete hoops are added to bridge piers which
generate serious cracks.
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