• Journal of Life Science
• /
• v.15 no.5 s.72
• /
• pp.767-771
• /
• 2005

The Camellia japonica vegetation in the Korean Peninsula was investigated by the methology of the Z-M school. The synthesis table of Camellion japonicae were arranged for association classification from 263 quadrats. The vegetation of Camellia japonica forest, classfied as an alliance includes nine new associations : Camellietum japonicae typicum Jin et Kim 2005, Machilo thunbergii-Camellietum japonicae Jin et Kim 2005, Pino thunbergii-Camellietum japonicae Jin et Kim 2005, Castanopo cuspidatae var. sieboldii-Camellietum japonicae Jin et Kim 2005, Lito japonicae-Camellietum japonicae Jin et Kim 2005, Castnnopo cuspidatae var. thunbergii-Camellietum japonicae Jin et Kim 2005, Querco acutae-Camellietum japonicae Jin et Kim 2005, Neolito sericae-Camellietum japonicae Jin et Kim 2005, Cinnamomo japonicae-Camellietum Japonirae Jin et Kim 2005.

• Journal of the Korean Society of Safety
• /
• v.31 no.5
• /
• pp.102-108
• /
• 2016

This paper presents a new strength method of underground box structures under additional surface load. An L-bracing using pre-flexed steel member threads called the "Pre-flex strength method" is used to improve capacity of the RC box structure under earth pressure due to additional surface load. The pre-flexed steel member is fixed the top and bottom of the structure after chemical anchor was installed by drilling hole on the box structure. The structural performance was evaluated analytically. 3 types of underground RC box structure were used; $2.0m{\times}2.0m$, $3.0m{\times}3.0m$ and $4.0m{\times}4.0m$. For the performance evaluation, structure analysis were performed on moment and shear resisting structures with and without pre-flex strength method. Numerical results confirmed that the proposed strength member system installed on underground RC box structures enhanced the strength capacity. The feasible region of the proposed pre-flex strength method in accordance with the earth pressure due to additional surface depth was evaluated.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.12 no.1
• /
• pp.187-196
• /
• 1992

This paper estimates the bearing capacity of the eccentrically loaded footing by the upper bound of limit analysis method. Meyerhof method and Saran method used the limit equilibrium method in the estimation of bearing capacity. But, in this study the bearing capacity is estimated by the upper bound method. In applying the upper bound, the result depends on the failure mechanism. So this analysis uses the conventional failure mechanisms or the modified failure mechanisms. The comparisions are made between the results from this analysis and those obtained from the limit equilibrium method. Also, the influences of the parameters-eccentricity, internal friction angle, surcharge, G-value, and base friction of the footing on the bearing capacity factors have been examined.

• Journal of the korean veterinary medical association
• /
• v.17 no.4
• /
• pp.34-37
• /
• 1981

FSC는 상시지방적을 보유하는 특성을 가지고 있으므로 지방섭취세포(fat-storing cell, FSC)라고 명명되어으며 유동에 노출하는 성세포, 내피세포와 달리 이 세포의 유동면은 교원직유와 내피세포에서 유래하는 윤랑선에 의하여 피복된다. 더욱이 이 세포는 각종 척추동물에 존재한다는 사실이 확인 되었으며 그 지방적은 동물의 종류에 따라 특유한 형을 구비하는 동시에 개체차가 없다. FSC는 이물탐식성이 없으며 지방적을 함유한 성세포와는 위치적, 기능적으로 다르다는 것이 증명되었다. 발생학적으로는 간엽세포에 속하며 유사분제에 의하여 증식능력을 가지고 있다. 이 세포에는 glycogen이 증명되며 모든 지방세포의 실험이 나타나는 성적에서와 유사하게 항시 지방을 합성하여 종의 특유한 형을 가진 지방적으로서 저장됨을 시사하였다. 전현적관륜에 의하여 FSC가 유동주위강(disse腔) 속에 있어 성세포, 내피세포와는 달리 유동에 노출하지 않고 항상 내피세포층과 교원직유에 의하여 유동에서 격리됨을 추정하였다. 이로 인하여 많은 학자들에 의하여 FSC가 승인을 받았다. 오늘날에는 유동을 둘러싸고 있는 상재세포가 내피세포, 성세포 및 FSC의 3종임이 인증이 되었다. 이 세포의 미세구조상의 특징은 기저막이 없는 공허한 세포로 보이나 항상지방적(空胞)을 보유하고 잘 발달한 조면소포체를 가지며 유동내피면에 따라 분기확산하는 돌기를 가지고 있다. 그리고 세포체는 유동주위강을 달리는 무수신경직유의 varicosity (사립체 및 신경결합소포를 함유한 신경종말)와의 사이에 adrenalin 작동성 synaps를 형성한다. FSC의 기능적 의의는 ㄱ, 간소엽내 교원직유형성에 참여 ㄴ. 유동내피하 돌기는 내피를 외측에서 지지하고 보강하며 또한 유동을 둘러싸고 연장하는 돌기는 수축하여 유동강을 축소한다. ㄷ. 지방을 저장하여 간세포의 energe원을 공급하며 VitaminA를 그 속에 저장한다. ㄹ. 간의 해독작용에 관여한다.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2005.03a
• /
• pp.838-845
• /
• 2005

Slope stability analyses have been carried out to investigate surcharge loading effects. Finite Element Analysis (FEA) involves the stress-strain behaviour of soils achieving reasonably accurate and useful results of slope stability analysis. Therefore, in this study, one of well known FEA programs, SIGMA/W, has been used to do slope stability analyses with respect to various upper slope angles and surcharge loadings. Factor of Safety(FS) exponentially decreases and significantly good correlation with the increased slope angle for upper slopes. As the surcharge loading increases from 10 t/m to 90 t/m for nail-reinforced slopes, the FS in fully saturated condition decreases from 42% to 47% and from 17% to 25% for relatively low and high strength of soils, respectively, than in dry condition.

• Journal of the Korean Society of Food Science and Nutrition
• /
• v.19 no.1
• /
• pp.94-106
• /
• 1990

사람들이나 동물의 소화관의 상재균으로서 중요한 Lactobacillus acidophilus의 여러균주를 사용하여 세포표면의 성상을 조사하였다. 불리한 세포벽의 negative 염색한 표본을 전자현미경으로 검토한 결과 사용한 21주중 15주는 세포벽외층에 단백질로 구성딘 regular array를 생산하고 있음을 알았다. RA를 구성하는 단백질의 분자량은 41KDa-48KDa이었다 아미노사노성 및 Staphylococcus au-reus V8 protease로 한정분해 후 및 N-chlorosuccini-mide로 부분절단후의 peptide map에서 Johnson등의 분류의 subgroup A-1에 속하는 균주가 생산하는 RA단백질은 불균질하였으나 그외 균주의 RA단백질은 같은 subgroup에 속하고 있어도 불균질하였음을 알았다 따라서 RA단백질은 불균질하였으나 그외 균주의 RA단백질은 같은 subgroup에 속하고 있어도 불균질하였음을 알았다 따라서 RA생산의 유무 및 RA단백질의 분자량측정과 peptide mapping을 행하면 지금까지 행해온 DNA-hybridization과 같은 복잡한 절차를 사용하지 않아도 subgroup A-1의 L. acidophilus가 동정 가능함을 알았다 L acidophilus의 세포표면소수성은 일반적으로 RA를 생산하지 않는 균주보다는 RA를 생사하는 균주에 높은 것이많았다 RA생산균주에 있어서는 RA단백질은 세포표면소수성과 직접관계하고 있는 것은 적었다.

• Journal of the Society of Disaster Information
• /
• v.4 no.2
• /
• pp.10-27
• /
• 2008

When the ground is excavated adjacent to the existing tunnel, which is loaded by the surcharge on the ground surface, the tunnel stability would be very sensitive to the deformation of the ground induced by the horizontal displacement of braced wall. The stability of the existing surcharged tunnel could be controlled by pre-loading on the braced wall. In this paper, it was investigated, if it would be possible to keep the existing surcharged tunnel stable by preventing the horizontal displacement of a braced wall by imposing the pre-loading during the ground excavation. For this purpose, large scale model tests were performed in a scale 1/10 at the test pit which was 2.0m in width and 6.0m in height and 4.0m in length. Isotropic test ground was constructed homogeneously by wet sand. Model tunnel was constructed in the test ground. Surcharge was loaded on the ground surface above the tunnel. During the tests, the behavior of model tunnel and model braced wall was measured. Numerical analyses were also performed in the same condition as the tests. And their results were compared to that of the model tests. Consequently, the effect of a surcharge could be compensated by imposing the pre-loading on the braced wall. The existing tunnel and the braced wall could be kept stable by preventing the horizontal displacement of the braced wall through pre-loading, although the tunnel is surcharged.

• Journal of the Korean Geotechnical Society
• /
• v.30 no.8
• /
• pp.5-11
• /
• 2014

The objective of this paper is to develop a rational reliability analysis procedure for the LRFD design provisions of bridge substructures. A bridge abutments is considered in this study. The reliability analysis is applied to determine the relationship between the major design parameters for bridge abutment and reliability index. The considered load components include dead load, vertical and horizontal earth pressure, earth surcharge, and vehicle live load. Several limit states are considered: foundation bearing capacity, sliding, and overturning. The analysis results show that the most important parameter in the reliability analysis is the effective stress friction angle of the soil. The reliability indices are calculated using Monte Carlo simulations for a selected bridge abutment. The results of the sensitivity analysis indicate that reliability index is most sensitive with regard to resistance factor and horizontal earth pressure factor.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.12 no.4
• /
• pp.123-132
• /
• 2008

Aseries of in-situ tests and ground water level measurements with stone and slug materials had been conducted to find out effect of ground settlement reduction and bearing capacity improvement by the Stone Column method. As the result of the tests, it was proved that the Stone Column method is effective for reduction of ground settlement and improvement of bearing capacity. In addition the ground water level went down without overburden load. These results show that the Stone Column method is effective for an increase in density and resistance to liquefaction. The results of estimation of ground settlement and bearing capacity by general theoretical equation, it show that the Stone Column method increases bearing capacity by 2.7~5.7 times and decreases ground settlement by 2~3.5 times.

• Journal of the Korean Geotechnical Society
• /
• v.20 no.9
• /
• pp.33-45
• /
• 2004

Sandfill at reclaimed sites is usually formed by more than one placement method. Reclaimed sandfill often shows highly variable profiles and the cone penetration test is most commonly used for site characterization. Correlations between cone resistance and geotechnical parameters for sand are influenced by in-situ stress level and it is important to incorporate stress level effect. In this study, cone penetration tests were performed at several elevations from the top of a 10m high surcharge, which was later removed step by step. In order to establish more reliable correlations between cone resistance and geotechnical parameters for sand, different ways of normalizing cone resistance by the corresponding in-situ vertical stress were investigated.