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TítuloMechanical properties and behaviour of in situ materials which are stabilised with bitumen emulsion

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Figure 1. Hypothesis of the behaviour of BSM: a) Effective Fatigue Phase-Equivalent Granular Phase b) Curing  Phase-Stiffness Reduction Phase
Figure 2. Matrix of bituminous and mineral binder influence on BSM behaviour (Asphalt Academy, 2009)
Figure 3. Actual and extrapolated behaviour due to triaxial dynamic test carried out using less than 5 x 10 4  cycles  (Ebels, 2008)
Figure  4.  M r   versus  Θ  of  a  CIR  material:  a)  20,  40  and  60ºC,  short-term  curing  b)  20ºC,  three  curing  times  (Santagata et al., 2010)
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