The Role of PP2A Regulatory Subunit B56 in Dictyostelium Discoideum Motility

Protein Phosphatase 2A, PP2A, is a heterotrimeric threonine/serine phosphatase system that is involved in a variety of cellular processes. This phosphatase is composed ofthree subunits: a catalytic subunit (C subunit), a scaffolding subunit (A subunit), and a regulatory subunit (B subunit). The regulatory subunit B is divided into four subclasses, B, B' (B56), B'' and B'' '. Studies showed that PP2A/B56 complexes regulate development of Dictyostelium and other metazoan cells. In addition to development, our experimental data suggest that PP2A/B56 complex also plays an important role in Dictyostelium cell motility. Cells lacking B56 was generated previously in our laboratory (Lee et al., 2008). Further studies showed that b56- cells are compromised in random cell motility compared to the wild type (AX3) cells. In contrast, b56 cells with re-introduced B56 displayed wild-type like motilities. Furthermore, one of the colleagues in our laboratory found that one of the Dictyostelium Ras species, RasG, associates with PP2A/B56 complex and RasG activation is compromised in b56- cells. Considering that Ras proteins are central in cellular motility regulation, PP2A/B56 complex may modulate cell motility through regulating Ras. We propose to determine if an introduction of constitutive active RasG proteins improves compromised b56- cell motility.

The Performance and Service Life Prediction of High Performance Concrete in Sulfate and Acidic Environments

Concrete substructures are often subjected to environmental deterioration, such as sulfate and acid attack, which leads to severe damage and causes structure degradation or even failure. In order to improve the durability of concrete, the High Performance Concrete (HPC) has become widely used by partially replacing cement with pozzolanic materials. However, HPC degradation mechanisms in sulfate and acidic environments are not completely understood. It is therefore important to evaluate the performance of the HPC in such conditions and predict concrete service life by establishing degradation models. This study began with a review of available environmental data in the State of Florida. A total of seven bridges have been inspected. Concrete cores were taken from these bridge piles and were subjected for microstructural analysis using Scanning Electron Microscope (SEM). Ettringite is found to be the products of sulfate attack in sulfate and acidic condition. In order to quantitatively analyze concrete deterioration level, an image processing program is designed using Matlab to obtain quantitative data. Crack percentage (Acrack/Asurface) is used to evaluate concrete deterioration. Thereafter, correlation analysis was performed to find the correlation between five related variables and concrete deterioration. Environmental sulfate concentration and bridge age were found to be positively correlated, while environmental pH level was found to be negatively correlated. Besides environmental conditions, concrete property factor was also included in the equation. It was derived from laboratory testing data. Experimental tests were carried out implementing accelerated expansion test under controlled environment. Specimens of eight different mix designs were prepared. The effect of pozzolanic replacement rate was taken into consideration in the empirical equation. And the empirical equation was validated with existing bridges. Results show that the proposed equations compared well with field test results with a maximum deviation of ± 20%. Two examples showing how to use the proposed equations are provided to guide the practical implementation. In conclusion, the proposed approach of relating microcracks to deterioration is a better method than existing diffusion and sorption models since sulfate attack cause cracking in concrete. Imaging technique provided in this study can also be used to quantitatively analyze concrete samples.