Effect of Brick Aggregate Content on Performance of Recycled Construction-Solid-Waste Aggregate.

In road engineering, road construction requires a large amount of natural aggregate; its substitution with recycled construction-solid-waste aggregate not only saves resources but also reduces the burden on the environment. The main components of construction solid waste are concrete blocks and brick slag; the breakability of the latter can affect the performance of mixed recycled aggregate, which hinders the use of construction solid waste in road engineering applications. To analyze the applicability of recycled construction-solid-waste aggregate containing brick slag aggregate in the subgrade layer, the effect of brick aggregate content on the CBR (California bearing ratio) and crushing value of mixed recycled aggregates was evaluated based on laboratory tests, and the field compaction quality of the recycled aggregates was analyzed. The results show that the 9.5-19 mm mixed recycled aggregate samples were crushed to a higher degree during the compaction process. A brick aggregate content less than 40% had little effect on the performance of mixed recycled construction-solid-waste aggregate. It is recommended to use a 22 t road roller for five passes (two weak vibrations + two strong vibrations + one weak vibration) at a speed of 3 km/h in the main compaction stage of the subgrade filling.

Mechanical response of long-span CFST arch bridges based on the hydration heat temperature effect.

As the span of concrete-filled steel tube (CFST) arch bridges increases, the hydration heat temperature effect of concrete inside steel tube becomes more severe, which increases the safety risk during the construction process. Therefore, a numerical simulation of the mechanical response of a long-span CFST arch bridge under the influence of hydration heat was carried out. First, based on the hydration heat conduction theory, a finite element model of the transient temperature field of a CFST arch rib was established. The temperature distribution of the CFST arch rib and its variation with time were revealed, and an approximate formula for the distribution of the hydration heat temperature along the radial direction of the CFST was provided. Subsequently, the variation law of the thermal stress of a CFST during hydration heat release was investigated. Finally, based on the principle of temperature equivalence, a finite element model of the overall CFST arch rib was established to examine the effect of hydration heat on the deformation of the arch rib. The results reveal that the hydration heat temperature field of the CFST arch rib exhibits nonlinear and axisymmetric characteristics. The maximum temperature of the section and the maximum temperature difference can reach 73.5 °C and 33.2 °C, respectively. Because of the influence of the hydration heat, there is a significant stress gradient in the cross section of the arch rib. A maximum radial stress of 2.08 MPa is attained, indicating a risk of concrete cracking. Additionally, the displacement along the transverse and vertical directions of the chord tube exhibits an initial increase, followed by a decrease over time. The maximum transverse displacement of the chord tube reaches 70.6 mm, while the vertical displacement reaches 117.8 mm.

Development and In Vivo Evaluation of a Novel Vitamin D3 Oral Spray Delivery System.

Developing drugs that are highly selective to host tissues but are the least toxic remains one of the most difficult challenges in cancer treatment. Recent studies have shown that tumor cells from a variety of sources can express vitamin D3 receptors and that the response to vitamin D3 and its analogs is prone to growth arrest and cell death. However, conventional vitamin D3 drug formulations lack dose control and cannot target specific cells or tissues. The aim of this study was to prepare vitamin D3 nanospray for inhalation delivery route. This study evaluated the physical properties of the formulation (particle size distribution and biological stability), the total number of sprays per bottle, the spray volume per spray, and the loading variance of the spray. The optimized vitamin D3 spray formula is easy to spray, has fewer drips, and has a fast drying time. It can be stored for 3 months at 37 ± 2 °C temperature, 75 ± 5% relative humidity, and away from light, and can maintain biological stability. This study showed that compared with traditional nasal sprays, the spray has a larger fan angle (82.1 degrees) and beam width (104.88 mm), more symmetrical spray on both sides of the spray column, a faster coverage of the administration site, and a wider range, which is suitable for inhalation delivery routes.

Polymorphic membrane protein 20G: A promising diagnostic biomarker for specific detection of Chlamydia psittaci infection.

Psittacosis is a zoonotic disease caused by Chlamydia psittaci (C. psittaci), leading to high risk for animal industry and human health. Lack of reliable commercial kits and effective vaccines is hampering control of C. psittaci infection. Polymorphic outer membrane protein Gs (PmpGs) are enriched in diverse C. psittaci, and its role are unclear during C. psittaci infection. In the present study, pmp20G gene was cloned into pET-28a vector and then the constructed plasmid was transferred into Escherichia coli Rossetta (DE3). After denaturation and renaturation, the recombinant Pmp20G-N was identified by SDS-PAGE and Western blot. Afterwards Pmp20G-N was used as the coating antigen to develop an indirect ELISA (I-ELISA) assay. Both the specificity and sensitivity of Pmp20G-N ELISA were 100%, while the MOMP-ELISA had 93.65% sensitivity and 98.94% specificity, respectively. The concordance between MOMP-ELISA and Pmp20G-N ELISA assay was 98.1%. Hence, Pmp20G-N ELISA has the potential to be a diagnostic antigen for detection C. psittaci antibody. However, further studies are needed to be done for differentiating C. psittaci from Chlamydia spp. and other C.psittaci-specific serovars using Pmp20G-N ELISA.