In order to investigate the utilization of the Omija (Schizandra chinensis Baillon) extract as a natural coagulant for manufacturing soybean curd, the quality characteristics of white (Baktae) and black (Seoritae) soybean curds, coagulated by the Omija extract or MgCl2, were evaluated. Crude protein (6.14±0.30 and 6.25±0.18%, respectively) and crude lipid (10.86±1.74 and 11.29±1.69%, respectively) contents of white and black soybean curds coagulated using the Omija extract were higher than those coagulated using MgCl2. Black soybean curds coagulated using the Omija extract showed higher L, a, and b values than those using MgCl2. The most abundant amino acid in white and black soybean curds coagulated using the Omija extract was arginine (3.74 and 3.71 mg/100 g, dry basis, respectively). The amounts of Ca, K, Mg, and Na were the highest in both soybean curds prepared with the Omija extract. The sensory evaluation (color, flavor, taste, texture, and overall preference) showed that white and black soybean curds coagulated using the Omija extract were more preferred than those produced using MgCl2. The results suggested that using the Omija extract as a natural coagulant agent could improve the quality and sensory characteristics of soybean curds.

2015년도 개통을 위하여 호남고속철도 건설사업 건설이 진행되고 있으며, 이 노선은 차세대 고속열차의 HEMU-430X가 세계 최초로 주행하게 된다. 한편, 인근에 위치한 석회석 광산이 지속적인 발파작업을 시행하고 있으며, 더욱이 향후 연결통로 개설을 통하여 이 노선의 하부를 관통할 예정이다. 이 경우에 광산 발파로 인한 고속철도의 안정성과 열차주행으로 인한 광산 안정성 모두 검토되어야 한다. 이를 위하여 광산 발파진동계측을 통하여 진동추정식을 작성하였으며, 광산발파로 인한 철도 안정성을 정량적으로 검토하였다. 특히, 계측결과 분석에 의한 계측관리기준으로 0.5 kine(cm/sec)을 설정하여, 광산 발파진동을 제어하고자 하였으며, 발파진동의 제어를 통하여 고속열차의 안정성을 확보할 수 있는 광산의 발파패턴을 제안하였다. 또한, 고속열차 주행에 따른 진동이 광산에 미치는 영향을 수치해석적으로 검토하여 광산의 안정성도 확보할 수 있도록 하였다.

Linear and nonlinear models are available to simulate the effect of mine blasting. And the results are changed by selection of each model. Plaxis 8.0, FLAC 4.0 are used in this study for simulating blasting pressure. These programs offer linear model and nonlinear model. Linear model can properly simulate loss of impact wave in plastic failure region based on comparison of site vibration measurement and numerical analysis iteratively.

Depending on the speed up of railway noise problem has become increasingly serious. In general, under the same conditions when the vehicle speed is 300km/h in a 400km/h increases, it is known that an increase in the noise level of 6 to 7dB. Railway Noise can be reduced by improving the vehicle and the track system. Also, the noise barrier and sound absorbing block may be a valid alternative to reduce railway noise. Here we propose a construction method of absorbing blocks are removable to allow maintenance.

Test-bed was constructed in Honam High-speed railway due to evaluate the suitable infrastructure for operation of 400km/h level speed. To evaluate performance of roadbed in test-bed, several sensors installed in the standard roadbed, soft ground, transition zone as bridge and earthwork. In contrast to existing long-term monitoring, system developed was designed and builted on site to log-time operation automatically. Therefore, the measured data collected monitoring system and analysis results can be databased continuously from construction to operation of railway for study design criteria about long-term behavior of roadbed.

Research results of High Speed Railroad Infrastructure Research Team are included in the fields of environmental noise reduction, the design criteria of high-speed railroad structures, catenary system, train control system. Therefore, we will apply these research results to test-bed in Honam high speed railroad and verify them.

Railroad concrete track is continuously supporting structure for repeated impact loads. Fine cracks which occurred in the early stage of the train operation, gradually expanded depending on the tonnage increases, and the function of the slab track is reduced. And, occurrence of track irregularity, worsening of ride comfort and interfere with the safe operation of trains would be follows. Therefore, management and maintenance of the initial crack is very important, railroad maintenance overhaul organizations detected twice a year or more the cracks and paint it, displays the location and severity, the type of cracks, width and length by creating a developed view. Each year much maintenance works is required for checking the crack of concrete trackbed and sleepers.

In this paper, sensors and equipments for monitoring the weather in test-bed of Honam high-speed railroad are introduced, and integrated monitoring system linked to weather information and its management plan are suggested.

In this study, the deterioration of railway track was determined each element facilities which have consisted in Track, track, roadbed, bridge and tunnel and were evaluated deterioration of railway track it using AHP and DEA methods. In compared to track defect factor that currently used method in conventional track line, was similar with AHP and DEA methods. It is determined that AHP and DEA method for track deterioration can be evaluated quantitatively the condition assessment of the track line.

국외 철도의 경우, 선로의 노반과 사면·법면 등의 내하력을 넘어서는 대형 강우에 대하여 열차의 운전중지와 속도제한 등의 운전규제를 실시하고 있으나, 우리나라에서는 기준으로 설정되어 열차통제에 활용하지 못하고 있는 현실이다. 다만, 한국철도공사의 강우자동경보시스템을 통하여 강우정보를 실시간으로 확인할 수 있으며, 열차운행을 위한 판단의 보조지표로써 활용되고 있다.따라서 본 논문에서는 먼저 강우시 취약개소로 선정된 영동선과 경전선 구간 사면의 현장시험, 불포화함수측성 시험 등의 결과 및 문헌자료를 활용하여 강우침투해석 및 시간강우량에 따른 콘크리트블록 설치 현장사면의 안정해석으로 내강우성을 평가하였다. 또한 해석결과를 바탕으로 안전율 1.3에 따른 시간 강우정보를 역산하여 한국철도공사의 강우경보시스템에 활용되고 있는 열차운전규제 기준과 비교분석하였다. 이는 추가적인 검증 및 확장연구를 통해 현장적용이 가능한 불포화 개념의 열차안전규제 기준 마련에 활용될 것으로 사료된다.

To evaluate residual settlement of the high-speed railway trackbed, it is hard to apply immediately settlement analysis because in-situ ground has additional creep or secondary consolidation behavior. To select the settlement analysis method, this study compared measurement data with hyperbolic, Asaoka, Hoshino method result. All residual settlement analysis method has a tendency to be underestimated because of in-situ creep behavior, however all the method are reliable because R2 is high(over 0.94) and RMSE(Root Mean Square Error) is low. The additional measurement data comparison shows that hyberbolic method is the most appropriate method with high accuracy and application.

In this study, it was investigated dynamic behaviors of track roadbed with various loading frequency with real train loading using a full scale testing as MTS system. The dynamic behaviors of track roadbed system was increased linear regression with increased loading frequency at less than 35Hz, but was decreased at wheel load, displacement, and acceleration over 35Hz. It was found that critical loading frequency was about 35Hz, and that velocity level of train speed was evaluated about 320km/h～340km/h.