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The evolution of strength at the initial stages of sintering is considered both theoretically and experimentally.
Monitoring of Vs during curing period can be employed successfully to describe the evolution of strength for lignin-stabilized soils without destruction.
Finally, in order to be used easily by engineers, the simplified description of rock failure process and its evolution of strength components are given based on the model.
The influence of temperature on the evolution of strength in each of the mixtures is determined for curing temperatures of 5 °C, 20 °C and 45 °C.
Here, we present high-temperature, hydrothermal experiments designed to assess the evolution of strength of fault zones in previously intact rock, and also characterise the associated changes to porosity and permeability.
This paper presents the results of an experimental study conducted to evaluate the effects of carbonation pressure and duration on the CO2 uptake and evolution of strength of a concrete mixture.
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The evolutions of strength and shrinkage of mortars follow the same tendency from where it is easier to find a linear relationship giving the shrinkage deformation according to the compressive strength.
As for the former, time evolution of compressive strength was monitored at various curing times up to 365 days, and the splitting strength was determined at 28 days.
Figure 4 Strain-stress curve and the evolution of tensile strength.
Open image in new window Fig. 8 Evolution of compressive strength versus time.
Open image in new window Fig. 9 Evolution of the strength of mud-based concretes with respect to control concrete.
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