Ectopic sebaceous glands in the esophagus have rarely been reported and, thus, represent an obscure medical condition. The aim of this study is to identify the prevalence rate and clinical characteristics of this lesion in an asymptomatic population. We prospectively enrolled health screen examinees who underwent esophagogastroduodenoscopy for gastric cancer screening. An esophageal biopsy was performed in the cases in which esophageal ectopic sebaceous glands were suspected. The general characteristics of the examinees were analyzed based on their medical records. A total of 9989 examinees were enrolled, and five examinees were diagnosed with esophageal ectopic sebaceous glands between December 2012 and June 2014. The endoscopic findings of the esophageal ectopic sebaceous glands indicated multiple yellowish patches or papules, which varied in size. The histopathological findings indicated several lobulated sebaceous glands in the squamous epithelium with inflammatory infiltration. The follow-up endoscopic findings indicated that there was no grossly discernible change. In conclusion, esophageal ectopic sebaceous glands are present in 0.05% of asymptomatic subjects. This lesion is thought to be benign and is not related to clinical symptoms. Therefore, esophageal ectopic sebaceous glands do not require further treatment or follow-up, which makes endoscopists free from active efforts for differential diagnosis with other malignant diseases.

Characteristics of the pressure drop in an expanded bed have been compared to those in a packed bed for numerical study of the interphase drag in gas-particle flows. A numerical analysis of the pressure drop by the particle drag has been conducted according to the tube-to-particle diameter ratios and Reynolds numbers for comparison. As the tube-to-particle diameter ratios increase at the same Reynolds number, the pressure drop tends to converge. It has been confirmed that characteristics of the pressure drop in the expanded bed are similar to those in the packed bed.

The surface settlement of the back ground of a braced wall due to the ground excavation has the great influence on the safety of the surrounding area. But it is not easy to predict the settlement of the surrounding area due to proud excavation. Estimation of the settlement of the surface ground induced by the deformation of the braced wall is performed by FEM and empirical method (Peck, Clough etc). In this research, surface settlement of the back ground braced wall depending on the joint dips in rocks during excavating the composit ground was measured at the large scale model test (standard: 0.3 m × 0.3 m × 0.5 m). The scale of model test was 1/14.5 and the ground was excavated in ten steps.Earth pressure on the braced wall and ground surface settlement on the back ground of a braced wall were investigated.The surface settlement during the excavation depended on the joint dips in rocks on of the ratio of rock layer. Maximum earth pressure and maximum surface settlement were masured at the same excavation step. In accordance with the increase of the rock layer dips and rock layer ratio, the ground surface settlement increased. The maximum ground surface settlement was 17 times larger at 60 degree joint dips in rocks than that of the horizontal ground conditions. And the position of the maximum surface settlement by empirical method was calculated at the point, which was 17%∼33% of excavation depth. In accordance with the increase of the rock layer dips and rock layer ratio, the ground maximum surface settlement increased. The ground surface settlement of composite ground is smaller than that of the empirical.