연정가사의 형성 배경에 대하여

김팔남 한국고시가문학회 2005 한국시가문화연구 Vol.0 No.15

This paper tries to newly call love songs between male and female in Jo-seon Dynasty <Yeon-jeong-ga-sa>, in contrast to the conventional definition, namely <Ae-jeong-ga-sa>. In addition, it aims to investigate the background of formation of these songs. Until now, there has been a strong assumption that these kind of songs had been written in late Dynasty, in that there has been not nearly made love songs because the Jo-seon Dynasty adopted Confucianism as a common moral and a political philosophy. However, I found that there have been 71 love songs through investigating the related books and materials which have been still available. On the basis of above discussions, I categorized the formation backgrond of <Yeon-jeong-ga-sa> in both early and late Jo-seon into two types. While I dealt with the general trend, that is open description of sex, in literature and art in the perspective of outside influences, I did the method of creation and narration in early love songs, and progressive emotion of female writers in the view of inside impact. Particularly, regarding the inside impact, I confirmed that <Yeon-jeong-ga-sa> was much influenced by the skill of praise in the <Mi-in-byeol-gok>, the recognization of feminism in the <Won-bu-sa> and the method of narration in the <Sa-mi-in-gok> and the <Sok-mu-in-gok>.

韓國經濟發展에 있어서 農業의 役割

文八龍 건국대학교 1981 商經論叢 Vol.- No.16

農業構造調整의 政策課題

文八龍 韓國農業政策學會 1983 농업경영정책연구 Vol.10 No.1

小農體制下에 있어서 農機械 共同利用組織의 問題

文八龍 韓國農業政策學會 1979 농업경영정책연구 Vol.6 No.1

일정변형률 압밀시험에 있어서 속도기준과 물성인자와의 상관관계에 관한 연구

김팔규,류권일,최명진,고영헌 忠南大學校 産業技術硏究所 2002 산업기술연구논문집 Vol.17 No.2

Even though STD test based on Terzaghi's 1-D consolidation theory is extensively used to estimate the consolidation constant of soft-clay, it takes too much to perform the test in addition to the problem in estimation of C_v and preconsolidation pressure. To overcome these defects, several types of rapid consolidation test, e.g., constant rate of strain test (CRS) an controlled gradient (CG), are proposed. Because consolidation characteristics obtained from the results of CRS test depend on the rate of strain, it is required to determine the variation rate on the basis of the physical and structural characteristic in a building site, and then perform the test. Several methods determining the rate of strain, e.g., ASTM standard, Smith and Wahls' equation in 1969 and Armour and Drnevich's equation in 1986, have been researched. However, the rules about consolidation rates described in ASTM consider only summary of the rate rules as a trial and error an its criterion also depends only on LL value.

干拓 地盤의 特性値 硏究

金八圭,金淵千 충남대학교 공업교육연구소 1994 論文集 Vol.17 No.1

A convenient means of the determination of the soil properties would be to correlate it with the result of field test such as the cone penetration. But It is difficult to correct evaluation for the soil properties by the only one test at the reclaimed coastal region. In this study, the cone penentration test and seismic wave exploration are performed at the reclamed coastal regione which has the soil layers to be analyzed and the dynamic soil properties. The results obtained from this study were summarized as follows; 1) As a result of field test, the study area was found to be 3 layers. 1st layer was filled in the ground to the depth of 2∼3m and the next layer was showed the soft clay layer to 40∼45m from reclaimed layer. 3rd layer proved to be a bedrock. 2) When the cone penetration test, the cone resistance was observed very great value in the ground to the depth of 0.7m due to the result of ground compaction with the traffic load and consolidation in the nature etc. 3) As the result of study, it presented that the correlation between the cone resistance and the seismic wave velocity is distributed the only a certain range with a group. The correlation between the cone resistance and the seismic wave velocity is determined through the regression analysis. The correlation is assumed a line relationship between the cone penetration resistance and the seismic wave velocity. 4) The method of using the empirical correlations between the cone penetration test and seismic wave exploration is an effective method by which the soil properties can be decided simply. This method has limitations in application because its research and application is in the early stage. In considering the proper engineering factors, however, it can be used efficiently in ground investigation and design.

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.

大邱市의 住宅問題와 그 對策

이팔환 대구대학교 새마을지역사회개발연구소 1978 지역사회개발논총(地域社會開發論叢) Vol.1 No.-

Rapid modernization has brought the housing problems of urban area as a serious social problems. Especially the rate of housing sortage of Daego City as of the end of the year 1976 marked 54.3%, and then it was the highest points in this nation. In viewing this as problems of social welfare policy and social development, the housing problems should be solved with immediate consideration as it is the essential part of human life. Therefore, this research thesis deals with the housing plan as well as construction plan for welfare society, for which the counter measures have been suggested. The research method has been adopted by analyzing the materials and records, by making bibliographical approach, and by referring to the opinions of concerned personnel, and the result of the method is summarized as follows. 1. The design of each public housing shall be planned in a small scale for common population. Especially the small size of apartment housing and tenement housing ought to be furnished in great volume with the consideration of the effectvie using of spaces and preventing the deterioration of spaces to meet the event that the coming generations might need remodelling their houses in conjunction with the increase of income in future. 2. The housing lots should be provided sufficiently by augmenting adequate plicy for using a part of city-owned lands in low cost, and with the plan of first-purchase and after-development on the area in case of needs. 3. The policy for standardization and mass production of the design and the materials needed in the housing should be made positively for sufficient housing construction in low cost. 4. Adequate mkeasures for the development of poor residential area and the prevention of a vicious circle of forming a poor residential area by resettling people or removed people due to new city planning shall be taken at the earliest convenience. 5. Other necessary policies for the support of private construction workers, the simplificatino of housing administration, and the inducement of private investment for the housing plan should be augmented. And the amount of housing investment to be disbursed by the municipal government of Daegu city should be increased at the maximum rate. 6. The policy forthe reorganization of housing administration and expansion progam for the construction of rental houses sould be activated. And in case of the allotment of the houses constructed by the authority, the tenant charge should be alleviated at the maximum rate and the amount of redemption for which should be payed by means of a gradual redemption system.

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.

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.