• 대한토목학회논문집
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• 제29권4C호
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• pp.163-174
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• 2009

온도 변화에 의하여 로드셀이나 스트레인 게이지의 결과값이 변하기 때문에 로드셀이나 전기저항식 변형율계를 이용하는 기계적 장치는 주변 온도의 변화에 의하여 영향을 받는다. 본 연구에서는 기존의 전기저항식 변형율계 타입의 콘이 가지는 문제점과 한계를 극복하고 관입과 동시에 연속적으로 온도보상이 가능한 직경 1~7mm의 초소형 광섬유 마이크로콘을 개발하였다. 광섬유는 머리카락 굵기의 작은 직경을 가지고 있어 원하는 크기의 센서를 구성할 수 있고 전기적 신호인 전압을 측정하는 것이 아니라 빛의 파장변화를 감지하여 변형율로 변환하게 되므로 주변 조건에 의한 간섭 영향이 거의 없다. 개발된 콘의 온도보상 효과를 검증하기 위해 외력이 없는 상태에서 콘 주변의 온도를 변화시키는 온도시험을 실시하였다. 주변 온도에 따라 측정전압이 변화되는 전기저항식 변형률계 콘과는 달리 광섬유 센서를 적용한 콘은 일정한 값을 유지하는 것으로 나타났으며 관입과 동시에 지중의 온도변화를 연속적으로 확인할 수 있었다. 또한, 다층지반 콘관입시험에서는 관입되는 동안 교란영역이 적고 분해능이 뛰어나 선단지지력의 변화만으로도 다층지반의 경계를 명확하게 탐지할 수 있는 것으로 분석되었다. 본 연구에서는 광섬유 센서를 이용한 초소형 마이크로콘으로 다층지반을 효과적으로 탐지할 수 있으며 지중의 온도 영향이 고려된 순수한 선단저항력을 획득할 수 있음을 보여준다.

• 한국화재소방학회논문지
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• 제26권1호
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• pp.89-95
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• 2012

본 연구에서는 목분-HDPE 복합체를 모듈라 회전 이축압출기를 이용하여 제조하여 연소성 및 열적특성을 평가하기 위하여 콘칼로리미터 실험및 열중량 분석실험을 실시하였다. 그리고 복합체의 난연성능 향상을 위하여 난연제(3종)를 첨가한 복합체의 화재성능을 평가하였다. 콘칼로리미터 실험 결과 난연제를 첨가하지 않은 복합체의 열방출률이 가장 높았으며 최대 열방출률 값은 $446.6kW/m^2$, 평균 열방출률 값은 $185.5kW/m^2$으로 가장 높게 나타났다. 열중량 분석 결과 난연제 첨가한 복합체들의 열분해가 먼저 시작되고 열 안정성을 향상시켰다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.910-921
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• 2004

In this study, the pilot tests on the reclaimed land were performed in order to find the suitable construction method with dynamic compaction Type I, Type II at different dynamic energy and hydraulic hammer compaction. The estimation of the compaction through the various pilot tests was performed by the CPT-qc, SPT-N and field density tests. As the result of the pilot tests, it shows that the dynamic compaction method is better than the hydraulic hammer compaction method in the effect of the ground improvement, especially dynamic compaction Type I is much superior to others. When it comes to method for measuring the intensity of the ground, the value of the cone penetration test-resistance(qc) is much suitable for the ground. Besides, the standards for the compaction control, which showed that over 10Mpa at 0 through 5meters in the upper layer and 7Mpa at 5 through 8meters in the lower layer in the CPT-qc, could be found without discrimination of the upper road and lower road on the reclaimed land. And it also found that the intensity of the reclaimed land gets back to the original status in about 10 through 15 days.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1796-1801
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• 2007

Piezocone penetration testing(CPTu) results such as cone resistance$(q_c)$, sleeve friction$(f_s)$, and pore pressure(u), have been carried out at 5 sites in Honam high-speed railway areas of Korea, in order to continuously estimate the characteristics of soil layers and the undrained shear strength$(S_u)$ in a soft ground. For the applications of the conventional CPTu results to undrained shear strength, the cone factors$(N_{kt})$ were deduced based on Field vane tests, and Monte-Carlo Simulation(MCS). Moreover the correlations of the undrained shear strength of CPTu by soil depths were compared and revised with the results of triaxial compression(UU test), field vane and Dilatometer tests(DMT). The depths of soft foundation at 5 sites in Honam high-speed railway areas were calculated based on the results of the various field tests in addition CPTu. The applicability of CPTu for a soft foundation criterion referred to the criteria of high-speed railway and related agencies in Korea was evaluated.

• Agricultural and Biosystems Engineering
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• 제6권2호
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• pp.59-64
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• 2005

In the study, the cone index, the cohesion and the internal resistant angle of soil were measured before and after tillage in order to suggest relative improvement in soil properties. The tillage methods tested in the study were five combinations of plow and rotary tillage operation and the experiments were performed on five selected test fields. The maximum tillage depth was 20 cm under the ground. The CIs for all the tillage operations were improved in comparison with those before tillage. The best combination of tillage operations for improving the CIs of soil was one plow operation followed by one rotary. After applying the tillage operations, the internal resistance angle reduced by 7-8 degree and the cohesion decreased up to about $1N/cm^2$ in comparison with those before tillage. We concluded that the cone index, the cohesion and the internal resistant angle of soil could be used as measures for representing the relative degree of tillage for a specific tillage operation. In addition, the study was useful as a basic research tool for developing an decision making system that determines an optimal tillage method with soil properties.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 3차
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• pp.18-23
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• 2010

The estimation of the undrained shear strength $s_u$ for clays using CPT results has been mainly based on the cone factor $N_k$. In this study, a new CPT-based method for the estimation of the undrained shear strength $s_u$ is presented. This aims at reducing uncertainties for the estimation of $s_u$ and enhancing the application of CPT results in more effective manner. For this purpose, a site located at a marine clay deposit is selected and test results from extensive experimental testing program are adopted. The new method defines a direct correlation between the undrained shear strength $s_u$ and the cone resistance $q_t$, excluding the procedure of the overburden pressure correction and therefore undisturbed soil sampling process. In order to verify the new CPT-based method, additional test sites and example sites from literature, which consist of a variety of soil conditions, are selected and examined. It is observed that values of su obtained from the proposed method are in good agreements with measured values of $s_u$ for all the selected verification cases.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.277-283
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• 2004

The time to ignition, heat release rate characteristics and carbon monoxide yield of fiber reinforced and sandwich phenol resin were investigated with cone calorimeter. The fire characteristics of unsaturated polyester, mostly being applied to the existing passenger train, and phenolic resin were compared. Thermal gravimetric analysis(TGA) was used to monitor the degree of thermal decomposition for the phenolic resin. According to the cone calorimeter data, the time to ignition, heat release rate and CO yield was faster and higher as the external heat flux increase. Under the same heat flux, the time to ignition of sandwich type phenolic resin was shorter than that of fiber reinforced. The result of comparison between unsaturated polyester and phenolic resin was that phenolic resin was shown to have better fire resistance than that of unsaturated polyester.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 춘계학술대회 논문집
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• pp.70-76
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• 2005

The interior materials of the urban subway car in operation are now being changed to new materials that meet the latest law in effect, the fire safety criteria of the urban railway vehicle. It was well known fact that the composite materials, that were applied to last subway car, were weak on the fire. Contrary to this materials, materials in work have good resistance to the fire. On the paper, To investigate the difference of fire safety level on the subway car, cone calorimeter was used to measure the heat release rate and total heat released according to the ISO 5660. A high radiative heat flux of 50kW/m2 was used to burn out all materials and to simulate the condition of fully developed fire case in the tests.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.721-728
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• 2008

Top-Base Method is a stabilization method for light weight structures particularly in the soft ground. It is widely used for the increment of bearing capacity and the effect of restraining settlement when the bearing capacity of the ground is not enough. Top-shaped cone concrete foundations are installed in graveled laid over soft ground. The principle of the basic method is to maximize effect of dispersing the overburden pressure by increasing the contact area of the top-shaped cone. Therefore, the bearing capacity is increased and the settlement is decreased by the embedded resistance of pile part in the ground. In this paper, the plate bearing test was conducted to evaluate the feasibility of Top-Base foundation. Based on the test results, the coefficient of subgrade reaction, elastic modulus, and settlement of foundation on reclaimed land was derived.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.1364-1368
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• 2006

By the countermeasure which is caused by with railroad station ground settlement it applied a CGS in each independent foundation. The effectiveness of the ground improvement and the bearing capacity of the compaction pile has been verified by the Cone Penetration Test(CPT) and Load Test. Test result show that penetration resistance and the cone friction force increased a lot and settlement 13.475mm as the standard settlement 40.0mm appeared at below. Also uniaxial compression test result $278kg/cm^2$ as the standard $150kg/cm^2$ appeared far a lot.