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The contribution of life-cycle assessment to environmentally preferable concrete mix selection for breakwater applications

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Academic year: 2019

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Figure 1 - Breakwater structure geometry
Table 3 - 28-day compressive strength registered for the AAbfs concrete mixes,  in MPa
Figure 2 – ‘ Net avoided burden (NAB)’  vs.  traditional avoided burden approach
Figure 3 – Joint system boundary for bfs modeling according to the ‘ net avoided burden (NAB)’
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