To solve the durability of island and reef concrete engineering in the harsh environment of high temperature, high salt, high humidity and windy, the strength grade of concrete and the type of corrosion inhibitor were used as the influence factors, while the relative dynamic elastic modulus was used as the evaluation index. In addition, the law and time variability of the deterioration of concrete, the size effect, environmental similarity and the service life model were studied. The results showed that improving the strength grade of concrete could improve the durability of concrete, and corrosion inhibitor could slightly improve the durability of concrete. Time-varying law of the deterioration of concrete conformed to the univariate quadratic polynomial. Combined with the concrete damage equivalent theory, a size effect model based on the relative dynamic elastic modulus was proposed and verified, and the size effect coefficient was also given. An environmental similarity model between simulated and practical island and reef environment was proposed. Combined with the reliability theory and the first order second moment method, a new service life model of concrete structure was proposed. The authors were convinced that the research will be advantageous to researchers.
Climate Dynamics - Decadal climate prediction has been one of the most popular topics in recent climate change studies. It is closely linked to our daily life, deeply affecting the wellbeing of... 相似文献
Bioclogging extensively exists in porous media, such as permeable reactive barrier, constructed wetland, reverse osmosis, and biofilter systems. Microorganisms overproduce and affect the efficiency of sewage treatment. In this paper, variations in biochemical and hydraulic parameters during the clogging process were obtained using various column experiments. The hydraulic conductivity first decreased sharply to 18.32 % of the original value at the 12th day and decreased to 2.71 % at the end of the experiment, a reduction of more than an order of magnitude. The hydrodynamic dispersion had the highest increase at 7.13 times the initial value and ultimately decreased to 29 %. The porosity decreased to 47.24 % of the initial value, and the total bacterial count in the inlet of the column increased from 3.4 × 106 to 8.8 × 108 cells/mL. Based on the biochemical and hydraulic parameter variation, the clogging process can be divided into four stages: (1) severe clogging occurs, and aerobic microorganisms reproduce rapidly in the inlet; (2) clogging exists in the entire column, and hydrodynamic dispersion increases sharply as aerobic and anaerobic microorganisms reproduce; (3) anaerobic microorganisms reproduce rapidly and produce more gas, and hydrodynamic dispersion decreases quickly; (4) aerobic and anaerobic microorganisms multiply continuously, and hydrodynamic dispersion, hydraulic conductivity, and porosity decrease steadily. Bioclogging then transforms into a steady stage. 相似文献
