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『모닥불(焚火)』과 좌우보(座右寶)』로 보는 시가 나오야(志賀直哉)의 자연
한상숙 한국일본어문학회 2014 日本語文學 Vol.63 No.-
Siga Naoya found stability of mind out of anxiety and restlessness while meeting ancient art and made an oriental painting book, 『Jwaubo』. Ultimately, 『Jwaubo』 took a role to solve Siga's anxiety and restlessness and cure the scar in heart, and in his work 『Modakbul』 Siga expressed his opinion about this cure.Observational viewpoint and vertical, horizontal structural change expressed in 『Modakbul』 can be said to be a pictorial technique. Pictorial visualization made the heroine party the characters in ink painting, which acted as the technique that induced retirement ideas which frequently appeared in literary paintings(文人畵). Retirement ideas was substituted with the house and boat, which were metaphors of resting place in heart, which lead the heroine group to ‘enjoyment(氣樂)’. It emphasizes that the main character is a part of the nature, while the space, shack in the mountain and the boat on the river, harmonized with the nature.This way, Siga wanted to comment the harmony between the self and the nature through ink painting, also, eventually he intended to say that he found resting place in heart by oriental idea which emphasizes the rules of the nature such as the unity with the nature and the flowing water, who suffered from anxiety and restless due to his inharmonious thinking.
韓相淑 釜山工業大學校 1979 論文集 Vol.20 No.-
토압에 대하여서는 1773년 Coulomb의 Wedge theory 이래 많은 연구발표가 있었다. Rankine 등에 의한 소성이론을 바탕으로 한 토압론, Boussinesq 등에 의한 해, Terzaghi 등의 실험적인 경험 등 많은 식이 있으나 현재 실제사용에는 대부분이 Coulomb와 Rankine의 두가지 토압론이다. 그런데 위의 두 토압론은 많은 가정으로 문제점이 내포되어 있으며 특히 벽의 이동현상에 대응하는 토압식이 없으므로 본고에서는 압력재분배법에 의한 방법을 논하고 위의 두 고전식과 비교해 보고자 한다.
韓相淑 釜山工業大學校 1970 論文集 Vol.10 No.-
A Study on the Coefficient of Permeability in Fine Soil By Sang Sook Han. In this studies, the special characteristies of soil and the various factors which exert inf-luences upon the coefficient of permeability of soil were studied through the physical experements, using Fine soil (Silt and Clay whose effective grain size is less than 0.05mm) as the study object. Especially it was tried to find out factor which exert the most important functions in the determination of the coefficient of permeability of soil, and to derive the empirical formula from which the coefficient of permealility is can be calculated. The summary of the results are as follows. 1. In the Coarse soil, the grain size plays absolute influence upon the coefficient of permeability, but in the Fine soil the grain size has little effects. 2. As regards to same Fine soil, there exist the following relation between the void ratio (e) and the coefficient of permeability (k) log k=Ae+B (Where A and B are constants) 3. As regards to the Non-plastic soil, it was found out that there exist the linear relation between k and e, even if the soil is of fine grain. 4. Regarding to the compound (or composition) shape factor(c), in case of sand the value of "c" is small and almost constant, but in Fine soil the balue of "c" is greater comparing to that of sand. 5. As regards to the Non activity clay, if the void ratio is 1, and the value "c" which is the clay constituent percentage plus the passable portion percentage to the #200 sieve, is more than 73% ?×10?cm/sec=-2.905C+5.853 but it the "c" value is 35to 72% the relation is ?×10?cm/sec=-16.555C+31.711 6. In the same kind of soil, the exist the proportional relation between the clay constituent and the Liquid limit