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Figure 4 – Horizontal stress reduced by 15mm and 30mm fibre spacer and fibre modulus



  • CFRD4_Fig03
  • Figure 1 - Plan view of Karahnjukar dam
  • Figure 2 - Cross section of Karahnjukar CFRD
  • Figure 3 - Karahnjukar vertical slab joint details
  • Figure 4 - Horizontal stress reduced by 15mm and 30mm fibre spacer and fibre modulus
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