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It is estimated for many investigators that carcinmaotous change arising in the chronic peptic ulcer of the stomach is less than 5% of incidence. Moreover, it is a very rare case that tuberculous lesion associated with those, chronic peptic ulcer and carcinomatous change in the stomach. We found, incidentally, those lessions in the subtotally gastrectomized specimen for surgical treatment of stomach cancer, and report this case with brief review on the literatures.
Decomposed granite soil distributed throughout the peninsular is weathering residual soil which is made of the granite. The formation process of decomposed granite soil complicate, and it is differed from its engineering characteristics by the mineral productions of original rocks. The decomposed granite soil being situated on the course of weathering exists very unstable conditions in chemical and physical aspects, and it diminish greatly its intensity when it submerged into water. After finishing the compaction test, we bring the decomposed granite soil into the test, in order to analogize following conclusions. 1. The lubrication step of the decomposed granite soil that is showed in Hogentoglers theory is to be guessed about 85% of saturation ratio and possesses the maximum dry density when the compaction effect is greatly hiked with having nothing to do to saturation ratio. 2. The decomposed granite soil included much water content increase density of soil grain following the increase of Vertical stress, and resistance against the shearing stress increase because Vertical displacement is decreased with being crushability. 3. The density of decomposed granite soil is increased as compaction energy hike. The increasing ratio is not in direct proportion to the compaction energy, and hikes till a certain compaction energy, but it hardly increase after a certain compaction energy. It is suggested that the mainspring is crushability one of the characteristics of the decomposed granite soil. 4. As increasing the water content, internal friction angle (Ø) diminish gradually till optimum moisture content, but it drop greatly on the curve over the optimum moisture content. Following the experimental results of this study, it can be understood that shearing stress of the decomposed granite soil was influenced greatly by water content.