Laboratory verification of predicted permanent deformation in asphalt materials following climate change.

In the past a change in temperature of 5°C most often occurred over intervals of thousands of years. According to estimates by the IPCC, in the XXI century is expected an increase in average temperatures in Europe between 1.8 and 4.0°C in the best case caused by emissions of carbon dioxide and other GHG from human activities. As well as on the environment and economic context, global warming will have effects even on road safety. Several studies have already shown how increasing temperature may cause a worsening of some types of road surface damages, especially rutting, a permanent deformation of the road structures consisting in the formation of a longitudinal depression in the wheelpath, mostly due to the rheological behavior of bitumen. This deformation evolves during the hot season because of the heating capacity of the asphalt layers, in fact, the road surface temperature is up to 24°C higher than air. In this thesis, through the use of Wheeltrack test, it was studied the behavior of some types of asphalt concrete mixtures subjected to fatigue testing at different temperatures. The objectives of this study are: to determine the strain variation of different bituminous mixture subjected to fatigue testing at different temperature conditions; to investigate the effect of aggregates, bitumen and mixtures’ characteristics on rutting. Samples were made in the laboratory mostly using an already prepared mixtures, the others preparing the asphalt concrete from the grading curve and bitumen content. The same procedure was performed for each specimen: preparation, compaction using the roller compactor, cooling and heating before the test. The tests were carried out at 40 - 50 - 60°C in order to obtain the evolution of deformation with temperature variation, except some mixtures for which the tests were carried out only at 50°C. In the elaboration of the results were considered testing parameters, component properties and the characteristics of the mixture. Among the testing parameters, temperature was varied for each sample. The mixtures responded to this variation with a different behavior (linear logarithmic and exponential) not directly correlated with the asphalt characteristics; the others parameters as load, passage frequency and test condition were kept constant. According to the results obtained, the main contribution to deformation is due to the type of binder used, it was found that the modified bitumen have a better response than the same mixtures containing traditional bitumen; to the porosity which affects negatively the behavior of the samples and to the homogeneity ceteris paribus. The granulometric composition did not seem to have interfered with the results. Overall has emerged at working temperature, a decisive importance of bitumen composition, than the other characteristics of the mixture, that tends to disappear with heating in favor of increased dependence of rutting resistance from the granulometric composition of the sample considered. In particular it is essential, rather than the mechanical characteristics of the binder, its chemical properties given by the polymeric modification. To confirm some considered results, the maximum bulk density and the air voids content were determined. Tests have been conducted in the laboratories of the Civil Engineering Department at NTNU in Trondheim according to European Standards.

Response of Microcystis aeruginosa PCC 7806 to different CO2 concentrations

Future climatic change scenarios predict rising of the atmospheric CO2 levels which could favor the proliferation of some harmful bloom-forming cyanobacteria as Microcystis aeruginosa. In the present study, the response of M. aeruginosa strain PCC 7806 to two different partial pressure of CO2 was tested. Sandrini et al. (2013) recently found that several, but not all, M. aeruginosa strains lack the SbtA or BicA HCO3- uptake system genes; the contribution of different Ci transporters to photosynthesis and the difference between low and high affinity activated Ci uptake state were investigated. M. aeruginosa PCC 7806 was cultured in four chemostats containing modified BG11 medium with 10 mM NaNO3 and no presence of NaCl, NaHCO3, Na2CO3 and additional buffers. A wide variety of analysis on samples collected from continuous cultures – such as A750, medium composition, cellular composition, cell counting, mini-PAM, measurements with the O2 optode, Aminco, 77K fluorescence emission spectra – was carried out. Data analysis results showed that the increased CO2 concentration has a big effect on M. aeruginosa PCC 7806. Experiments were performed using the Oxy-4 O2 optode apparatus in order to measure the photosynthetic O2 evolution of samples taken from both batch and chemostat cultures. At low bicarbonate concentration, an evident inhibition of Na+-dependent HCO3- transporter BicA by LiCl at 25 mM was observed. The consequent addition of 25 mM NaCl was able to counteract the Li+ effect at pH 8.0 but not at pH 10.0. In the latter case, only the addition of a higher amount of HCO3- led to photosynthetic O2 evolution suggesting the important role of the BicA transporter. However, further studies are needed to better explain the results obtained as high pH levels might have an influence on the transport systems, altering the mechanism of pH regulation and the functioning of Na+/H+ antiporter systems.