해방신학의 이해와 비판

김팔곤 圓光大學校 1985 論文集 Vol.19 No.1

According to the meaning of "liberation" which is taken in theology of liberation, the realm of theology of liberation is enlarged or cut down. If "liberation" is reg-arded as all kinds of endeavous to leberate people from poverties, pains and oppre-ssions, the realm of theology of liberation shall be enlarged, and most social thou-ghts in Christian theology are included in it. But the conception of "theology of liberation", ususally used in these days, was resulted from certaion objects in certain regions. "Theology of liberation" dealt with in this thesis is that which has been resulted from the background of Latin America. Lately, in Korea, arguments about ideoloigical problems have been suggested activ-ely, and accordingly discussions about theology of liberation have come about largely. But studies on theology of liberation have not come to profund depths yet in Korea. In this thasis I have tried to look for clues toward more profund studies. In 1st chapter the historical and social backgrounds of theology of liberation are outlined. In 2nd chapter the methodology of theology of liberation is outlined and criticized. In 3rd chapter the subject matters of theology of liberation are outlined and criticized.

Strip Area의 水平應力을 考慮한 深度別 壓密沈下

金八圭,林熙大 충남대학교 공업교육연구소 1980 論文集 Vol.3 No.2

This paper develops new equation for predicting in-situ consolidation settlement at any depth of a Strip Area subject to a Uniform Pressure and describes the laboratory procedures used to validate the equation. In order to calculate consolidation settlement at any depth, the depth of clay layer was divided into n equal parts of thickness Δz and the vertical stress was determined, based on the Boussinesq solution. Prediction of consolidation settlement is normally based on the results of one -dimensional Oedometer tests using representative samples of the clay. Due to the confining ring the net lateral strain in the test specimen is zero but in many practical situations, however, appreciable lateral strain will occur and the initial excess pore pressure will depend on the in -situ stress conditions. Applying the Bussinesq solution and the Skempton -Bjerrum method which took the lateral strain into account, a new equation was derived that can be used to calculate consolidation settlement at any depth for a Strip Area carrying a Uniform Pressure. The equation proved to predict the consolidation settlement at any depth more closely to the actual field conditions than have previously known equation.

紫霞詩의 淵源 硏究

孫八洲 新羅大學校 1980 論文集 Vol.9 No.-

Shin Wi (pen name: Jaha, 1769-1845) was one of the greatest poets who wrote their poems in Chinese during the five hundred year period of the Yi Dynasty. He was also an outstanding calligraphist and painter both at home and abroad. Jaha was a prolific poet who left about four thousand pieces of verse behind him. His representative works are thirty-five piece Verses Commenting upon Korean Poets in which Chinese poems written by Koreans were evaluated in the form of verse, forty piece Soakbu in which Korean sijos were translated into Chinese, fifty piece Sundry Poems which has been favorably compared with Po Chu-i's (772-846) New Yueh-fu, twenty piece Post Chiu-rhyu Poems, an imitation of Wang Shih-chen's (1634-1711) work in the same title, and twelve piece Gwangeuk Jeolgu, a valuable documents on the dramas and actors of his days. This author has been involved in Jaha for years, reading through his writings and publishing some successive studies on him. In "A Study of Shin Wi's Soarbu" (Collected Treatises, Busan Women's Univ., Vol. 7, Feb., 1978) my attempt was a study of his writings, and his creativity and origins were treated in "An Analytic Study of Dongin Nonsi Jeolgu" (Suryeon Studies of Korean Language and Literature, Busan Women's Univ., Vol. 6, Dec., 1979). In addition, "A Study of Shin Jaha's Writings" on which this study is also based had already been published in Collected Treatises, Busan Women's Univ., Vol.5, 1977. These studies were, however, rather superficial since the world of Jaha's writings was too wide and his knowledge of poetry was too deep for this author to cover thoroughly. "Jaha was much indebted to his master, Su Shih (1036-1101), and also influenced by Hsu Ling (507-583), Wang wei (699-762) and Lu Yu (1125-1210)," remarked Kim Taek-yeong (1850-1927) in the preface to Collected Poems of Shin Jaha, but Jaha's covered even Shin Ching and the works of Chu Yuan and Sung Yu as well as those who were masters during the periods of Han, Wei and Six Dynasties. Moreover, hewas familiar with the writings of such Chinese Poets as Tu Fu, Wang Wei, Li Po, and Po Chu-of the Tang Period; Su Shih, Huang Ting-chien and Lu Yu of the Sung Period; Yuan Hao-wen of the Chin Period; and Wang Shih-chen of the Ching Period. Thus, it is almost impossible to make a thorough study of Jaha without knowing those Chinese poets who influenced him. Keeping this in mind the present author tried to find out about chiefly Li Po, Tu Fu, Po Chu-i, Yuan Hao-wen and Wang Shih-chen. About the other poets this author is planning to study further in future. The first part of this paper is concerned with the life of Jaha as a poet. The ideological background of his age is sketched, and his family tree is traced up on the basis of the genealogy of the Pyeongsan Shins. After this his literary life is examined more concretely through YijoSillok (the History of the Yi Dynasty), Jaha's Chronological Record edited by Kim Taek-yeong and sixteen-volume Gyeongsudang Complete Works. His association with contemporary important figures home and abroad is also examined for the better understanding of his literary position at that time. The second part deals with Jaha's literary origins. It is carefully examined how he was influenced by Chinese poets, begining with Su Shih who gave him the greatest influence and including Tu Fu, Yuan Hao-wen, and Wang Shih-chen. Some other Chinese poets who are thought to have influenced him are also included at the end of this part. As a conclusion of this study, this author finally evaluates Jaha's literary characteristics and his influence upon contemporary and subsequent classical poets, locating his standing in the history of Korean literature.

粘性士의 다짐에 對하여

金八圭 忠州大學校 1967 한국교통대학교 논문집 Vol.1 No.-

現在 韓國에서도 흙을 다짐하는 데에 機械化되는 過程에 있지만 더욱 科學的인 設計施工이 切實히 要望되고 이있다. 다짐에 對하여는 粘性土의 轉壓效果를 考察하기 爲하여 筆者는 慶北達昌 earth dam 工事場에 머물면서 最近 導入된 Model D.Scraper轉壓機를 使用하여 粘性土의 다짐 效果를 調査햐여 보았다. 또한 國立建設硏究所의 土性試驗資料를 參照해 볼 때 우리나라의 全域에 걸쳐서의 粘性土는 거의 大同小異한 性質을 나타내고 있으므로 이 粘性土를 代表的이라 生覺해도 좋을 것이다. 다짐은 다짐度에 依해서 判定되며 다짐度에는 現場乾燥密度와 다짐試驗에서 求한 最大乾燥密度가 必要하다. 日本과 같이 高含水量粘性土의 다짐度의 規定은 乾燥密度대신에 飽和度에 依해서 規定을 하고 있지만 우리나라에서는 自然含水比가 最適含水量을 상당히 초월하고 있는 粘性土는 없으므로 乾燥密度에 의해서 判定한다. In this paper, the author presented the resultw of an investigation of the compaction of cohesive soil with s Model D.Scraper. This investigation was conducted at the site of an earth dam construction at Dal Chang in Kyung Buk province. The most important results of the investigation were the following; 1. It was found that 81% of the settlement was on the 2nd passage of the roller. 2. The coeffcients of equation 3(sasaki,J, 1952)with a Model D.Scraper on cohesive soil were found to be a=0.039,b=0.031 (from Fig.3) 3. The average values of the maximum dry densities and optimum moisture contents of 5 different samples were found to be ?=1.638/m³,OMC=23.56% 4. The compaction requirements(in terms of the optimum moisture content and the maximum dry density determined by the standard compaction test) were found to be a) when the height of the fill was 50cm, a little more than 90% on the 5ty passage b) when the height of the fill was 15 to 20 cm, 95% on the 2nd passage.

農業金融의 政策課題

文八龍 韓國農業政策學會 1981 농업경영정책연구 Vol.8 No.1

한국고전문학 다쿠멘터리의 제작 방향에 대한 제언

송팔성 원광대학교 인문학연구소 2005 열린정신 인문학연구 Vol.6 No.-

In order to illuminating and circulating the knowledge about Korean-classic-literature, I assert; production of documentary is very important and it must keep next three directions. (1) The Korean-classic-literature is complex of three parts; literature, history, and philosophy. So the Korean-classic-literature documentary (KCLD) must be a academic humanity documentary in distinction from historic documentary and cultural documentary, and it must contain of historical reality, literary artistry, and philosophical truth. (2) In order to visualilze the high artistry, the KCLD must be a high definition (HD) digital documentary. So It will be a high classic art-goods representing traditional Korean-culture, and be a multi-purpose digital contents (3) In order to contain the reality and truth, the individual researcher or group must carry out the production of KCLD independently. By producing the independence documentary, a researcher can assure his opinion directly, and produce the KCLD continuously.

開放化過程 속의 韓國農業의 課題

文八龍 建國大學校 經濟經營硏究所 1989 商經硏究 Vol.14 No.1

申紫霞의 小樂府 硏究

孫八洲 新羅大學校 1978 論文集 Vol.6 No.-

Shin Wi (pen name: Ja-ha, 1769∼1845) was one of the 'master poets' who wrote their poems in Chinese during the five hundred year period of the Yi Dynasty. He was also an outstanding calligraphist and painter. In the preface to Collected Poems of Shin Ja-ha, Kim Taek-yeong, the editor, says of the origin and characteristic features of Jaha's poetry as follows: Su Shih (1036∼1101) was the poet's master. He was also indebted to Hsu Ling (1507∼1583), Wang Wei(1699∼762) and Lu Yu(1125∼1210). At times rapid, rugged and full of fantasy, his poems soon displays their fine, simple and flat qualities. They employ a thousand feelings and natural aspects so that the reader is dazzled and intoxicated by the brilliant arrangement of dancing words. Indeed the poet was the greatest master of everlasting ages that was ever soaring with the wings of a rare genius. Jaha left about four thousand pieces of verse behind him. among the representative works are forty piece Sookbu in which Korean sijos were translated into Chinese, thirty-five piece Verses Commenting upon Korean Poets in which Chinese poems written by Koreans were evaluated in the form of verse, fifty piece Sundry Poems which has been favorably compared with Po Chu-i's (77 2∼846) 'New yueh-fu', twenty piece Post Chiu rhyu Poems, an imitation of Wang Shih-chen's (1634∼1711) work in the same title, and twelve piece Gwangeuk-jeolgu, a valuable document on the drama and actors of his days. In Collected Treaties Commemorating Dr. Kim Jong-wo's Sixtieth Birthday (Feb. 1977) is carried "A Study of Jaha's Soakbu" by the present author. The study was based on the twenty-three pieces of Soakbu included in Kim Taek-yeong's Collected Poems. Recently, this author had the fortune of obtaining sixteen-volume Gyeongdang Complete Works that contained the complete forty pieces of Soakbu. This paper deals with all the forty pieces in Vomume X, examining them in matters of form and content and analyzing the theories behind the poet's translation of sijos.

辨證法的 唯物論을 克服하는 代案

김팔곤 평범서당 1995 승공논문집 Vol.2 No.-

원호 해석법을 적용한 점성토사면의 3차원 해석에 관한 연구

김팔규,맹창환 忠南大學校 産業技術硏究所 1995 산업기술연구논문집 Vol.10 No.2

Soil is one of the material that have been used for civil engineering. Soil slope is constructed unavoidably because fill and cut is repeated during construction. If most of structure is destroyed, it causes great loss of life and economic loss. Especially, the stability of soil slope is very important because most of structure has a soil slope. However, Though a study about stability of soil slope has been advanced, soil slope is being destroyed continuously. In fact, a precise analysis of slope failure is impossible because, slope failure has a very complicated and combined mechanical relation. So, many scholars and civil engineers have analyzed a stability of slope by 2-D plane on the basis of plane-strain condition. It means that failure of slope occurs equally on any section of soil slope but, very important fact is failures have a finite width and shape of failure and mechanical relations are different for location of section. Therefore, 3-D spatial idea must be introduced to modeling for probable analysis of slope stability. In this study, an assumption that failure block is a part of sperical shape which has an arbitrary center point and radius is introduced and the computer program, 3DSSA(3-Dimensional Slope Stability Analyzer), is developed on the basis of the circular arc method(∮=0 method). For using 3DSSA, the chart of 3-D stability number is made for many geometrical conditions of cohesive soil slope that pore water pressure is not considered. Through the analysis of finite simple cohesive soil slope, the results obtained by means of the computer program 3DSSA show that: 3-D factor of safety is 1.41 times larger than 2-D factor of safety for most case of soil slope. 3-D stability number converges at 0.128 as angle of slope increase from 7.5。 to 60。. When angle of slope is 60。, 2-D stability number calculated by 3DSSA is smaller than Taylor's(1948) by 5.6 percent. The changes of cohesion and unit weight of soil affect little the ratio of 3-D factor of safety to 2-D factor of safety.