Technical Advances of Temporary Facilities for the Failure Prevention of Large-Span Cantilever Casting Construction of Mountainous Concrete Box-Type Arch Bridges

Figure 11

In-site erection procedure of the main arch ring of the Shatuo Bridge and tendon layout. (a) East no. 10 and west no. 10. (b) East no. 12 and west no. 13. (c) East no. 13 and west no. 13. (d) East no. 14 and west no. 14. (e) East no. 16 and west no. 16. (f) East no. 17 and west no. 16. (g) East no. 18 and west no. 16. (h) East no. 18 and west no. 17. (i) East no. 18 and west no. 18. (j) Tendon layout in the east coast in site. (k) Prestressed tension end in site.

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(e)

(f)

(g)

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