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The connection between shear strength and micro-structure of solidified soil is to be done. However, most of the literature is only qualitative analysis between macro and micro. The purpose of this paper is to get the macro-micro relationship. The dredger fill is solidified by the different curing agent mixed with fly ash, and the shear strength index is measured by the direct shear test. The microscopic images are obtained by using Scanning Electron Microscope (SEM). The image is dealt with by using Image-Pro Plus (IPP), and the micro-structure parameters are deduced that include mean equivalent particle diameter Dp, mean equivalent pore diameter Db and plane void ratio e. The research shows that there is no linear relation between the internal friction angle and the micro-structure parameters; The cohesion has a good linear relation with three micro-structure parameters; Compared with the other two microstructural parameters, the function of the plane void ratio on the cohesion is greater.

To study the effect of periodic water circulation on rock mass, chlorite–amphibolite rocks from the slope of Nanfen open-pit iron mine in Liaoning province were chosen as the engineering samples and were investigated using uniaxial compressive experiment and scanning electron microscopy. The effect of different wetting and drying cycles on the mechanical properties and microstructure of the rocks was investigated. The characteristics of pore parameters from the SEM images were obtained by Image Pro Plus image processing software. The results show that with the increase in number of wetting and drying cycles, the uniaxial compressive strength of the rock decreases and the porosity increases significantly. The weakening of macroscopic mechanical properties of rocks is closely related to the changes in microstructures of rocks. The water–rock interaction changes the size, shape and porosity of the rock pores and then affects its mechanical properties. Based on the combination of macro and micro, quantitative analysis of the weakening process of rocks subjected to wet and dry cycles can provide a better reference index for evaluating the stability of geotechnical engineering.

Although the fluorescent in situ hybridization (FISH) has been widely used to identify the Microthrix parvicella (M. parvicella), there are a few disadvantages and difficulties, such as complicated process, time consuming, etc. In this work, a series of fluorescent probes, which were modified by long-chain alkane with hydrophobic property and based on the property of M. parvicella utilizing long-chain fatty acids (LCFA), for the labeling of M. parvicella in bulking sludge were designed, synthesized, and characterized. The probes were characterized by ultraviolet-visible (UV-Vis) absorption spectra, fluorescence spectra, (1)H NMR spectra, and mass spectra, and the photostability and hydrophobic property of probes were investigated. All the results showed that the probes were quite stable and suitable for the fluorescent labeling. The probes had a large stoke shift of 98-137 nm, which was benefit for the fluorescent labeling. In the fluorescent labeling of M. parvicella by the synthesized probes, the probes had excellent labeling effects. By comparison of the images and the Image Pro Plus 6.0 analysis, the optimal concentration of the probes in the activated sludge sample for labeling was 0.010 mmol/L and the probe 3d had the best labeling. In addition, the effect of the duration time of probes was also investigated, and the results showed that the fluorescent intensity of probes hardly changed in a long period of time and it was suitable for labeling.

Calcium hydroxide (CH) is applied to improve disinfection of root canals in most root canal retreatment. This study aimed to analyze the CH removal efficacy using 7 different root preparing files (K file, pre-curved K file, EndoActivator, Ultrasonic file, pre-curved ultrasonic file, F file and needle irrigation alone) with apical transportation. Standardized models of curved canal with such apical transportation or not were set up before applying CH to root canal for 7 days. Seven techniques described above were used for its removal. Then the roots were disassembled and digital photos were taken. The ratio of residual CH in the overall canal surface was calculated using the image analyzer image pro plus 6.0. The data were analyzed using one-way ANOVA with post hoc Tukey test. Results revealed that CH was effectively removed (P0.05) by using all 6 mechanical methods except irrigation alone. In curved root canals with apical transportation, EndoActivator, pre-curved ultrasonic file and F file were found to be more effective in removing CH than the other four file (P0.001), while there was no significant difference among EndoActivator, pre-curved ultrasonic file and F file groups (P0.05). The percentage of residual CH in the canal with apical transportation was higher than that in the canal without apical transportation (P0.05). In conclusion, CH can be hardly removed completely. Canal with apical transportation will result in insufficient CH removal. EndoActivator, pre-curved ultrasonic file and F file are more effective in the curved root canal with apical transportation.

The traditional anatomical description of the seminal vesicles is based on autopsy and imaging studies. Trans-peritoneal robotic-assisted laproscopic surgery, with its three-dimensional magnified view and miniature articulated working instruments, provides an opportunity to perform accurate dissections of the seminal vesicles even when extremely long and tortuous. We used specimens obtained by robotic-assisted laparoscopic radical prostatectomy (RLRP) for accurate anatomic assessment of the dimensions of the seminal vesicles. Digital photos of 78 specimens from men (mean age 59 ± 6.1 years) who underwent RLRP were analyzed using the Image Pro Plus software. Seminal vesicle dimensions were correlated with patients’ age, weight, height, prostate weight, sexual function profile (SHIM) and symptom severity score of the lower urinary tract symptoms (IPSS). We found that the length of the seminal vesicles is highly variable (range of 8.5–94.6 mm). The average seminal vesicle length was 31 ± 10.3 mm and its average volume 7.1 ± 5.2 ml. The right seminal vesicle was significantly larger than the left in length, width and volume (P