• Magazine of the Korea Concrete Institute
• /
• v.7 no.3
• /
• pp.90-100
• /
• 1995

• Magazine of the Korea Concrete Institute
• /
• v.12 no.4
• /
• pp.35-39
• /
• 2000

• Proceedings of the Korean Institute of Navigation and Port Research Conference
• /
• 2011.06a
• /
• pp.63-65
• /
• 2011

만재된 광탄선이 UKC가 작은 수역을 진입할 때 후진 기관을 사용하게 되면 통상의 경우와는 달리 급격한 좌선회 현상이 발생한다. 이 현상은 속력이 4노트 이상에서는 두드러지게 발생하나 3노트 미만에서는 거의 발생하고 있지 않다. 이 연구에서는 포항항에 만재된 광탄선이 선석에 접안할 때까지의 발생하는 현상을 기술하고 그 원인을 밝혀 보고자 한다. 이 원인 추후 이론적인 검토가 필요한 사항이지만 이 연구에서는 추론 가능한 사항은 선미부의 방형비척계수(CB), 작은 UKC 등을 고려한 통상적으로 작용하는 배수류의 측압작용과 좌현 선미의 선저에 배수류의 쌓임에 의한 힘으로 검토하고자 한다.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2021.05a
• /
• pp.8-9
• /
• 2021

FCP requires different curvatures and shapes according to the method of division, and it is necessary to manufacture a formwork accordingly. FCP production equipment consists of CNC equipment and side shape control equipment. This can be implemented in various shapes of upper, lower, and side surfaces. In the side shape control equipment, it is implemented as a variable side formwork. Among the required performance of the variable side formwork, there is stiffness against side pressure, which needs to be verified. Therefore, in this study, the FCP fabrication experiment is conducted with the developed variable side formwork. By analyzing the error in the shape of the fabricated FCP, the lateral pressure resistance capability of the side form is measured and verified.

• Magazine of korean Tunnelling and Underground Space Association
• /
• v.17 no.4
• /
• pp.13-23
• /
• 2015

• Proceedings of the KSEEG Conference
• /
• 2007.04a
• /
• pp.187-189
• /
• 2007

• Magazine of the Korea Concrete Institute
• /
• v.25 no.3
• /
• pp.34-38
• /
• 2013

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.14 no.1
• /
• pp.37-53
• /
• 2012

There is considerable uncertainty in ground properties used in tunnel designs. In this study, a back analysis was performed to find optimal ground properties based on the artificial neural network facility of MATLAB program of using tunnel monitoring data. Total 81 data were constructed by changing elastic modulus and coefficient of lateral pressure which have great influence on tunnel convergence. A sensitivity analysis was conducted to establish an optimal training model by varying the number of hidden layers, the number of nodes, learning rate, and momentum. Meanwhile, the optimal training model was selected by comparing MSE (Mean Squared Error) and coefficient of determination ($R^2$) and was used to find the correct elastic moduli of layers and the coefficient of lateral pressure. In future, it is expected that the suggested method of this study can be applied to determine the optimum tunnel support pattern under given ground conditions.

• Geotechnical Engineering
• /
• v.14 no.1
• /
• pp.93-108
• /
• 1998

In this study, the analytic solutions and numerical methods were used to estimate the shape and size effects on the stability of underground openings. The stability of underground openings was evaluated by scrutinizing the effects of the rock mass quality, the state of in-situ stresses and the lateral earth pressure coefficient on the displacement, the stress concentration and the plastic region developed in the vicinity of the openings. The analytic solutions have shown that the stress concentration factor is inversely proportional to the radius of curvature of openings. Through parametric study on the various shapes and sizes of underground openings the characteristics of the controlling factors concerned with the stability were analyzed. Then, the study was extended to the horseshoe-shaped openings commonly used for under ground storage. Through the extended study the effects of the stress ratio and the height-towidth ratio of openings on the maximum displacement and plastic region developed around the openings were estimated. The results have shorn that the height-to-width ratio of domestic storage caverns can be increased economically without stability problem, as far as the lateral earth pressure coefficient is appropriate.

• Journal of the Korean Geotechnical Society
• /
• v.27 no.7
• /
• pp.35-45
• /
• 2011

Cost effective design and construction are necessary to establish the design concept of tunnel lining. Loosening load acting on the concrete lining is compared with Terzaghi tunnel theory and numerical analysis. It is analyzed under the condition of weathered rock and soil with varying in-situ stress ratio ($K_0$). Based on the result, loosening load calculated by Tcrzaghi tunnel theory is much greater than numerical analysis results. And the load calculated in weathered soil is lager than weathered rock condition. As in-situ stress ratio increases, the stress acting on the tunnel lining decreases in Terzaghi theory rapidly, whereas there is little effect in numerical analysis.