Tensile Performance of SHCC Road-Bridge Link Slabs in Fully Jointless Bridges

Figure 6

Illustration of the SHCC slab experimental model (unit: cm). (a) Model plan. (b) Model Elevation. (c) C10 concrete base, (d) Laying of the emulsified asphalt sealing layer. (e) Test model. (f) Load diagram. (g) Dial gauges. (h) Strain gauges.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)