• 한국태양에너지학회 논문집
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• 제35권3호
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• pp.41-48
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• 2015

This study is to find out the major design variables of Green roof system effecting on the building energy consumption. Therefore, in three categories of green roof system, namely, foliage layer, soil layer and irrigation, 10 design variables are selected and simulated with one-story case building. Simulation is carried out with Design Builder and EnergyPlus. Finally, it was found out the effects of major variables affecting on the building heating and cooling energy and how they are affecting on the heating and cooling seasons respectively.

• 한국농공학회지
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• 제31권2호
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• pp.66-81
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• 1989

The characteristics of resilient modulus(Mr) which dominates the life of pavement and the design of pavement were investigated on the test specimens which were cement treated and non-treated of the three different soil types. The results are summarized as follows : 1. The resilient modulus was decreased by increasing the cyclic deviator stress ($\sigma$d) , especially the resilient modulus was gradually decreased or sometimes increased when the value of ad was greater than 0.75- 1. 0kg/cm$^2$. 2. The resilient modulus was increased by increasing the homogeneous confined stress ($\sigma$do) and such phenomena were distinct on the coarse soils. 3. The resilient modulus was increased by increasing the ratio of confined stress(Kc), and this phenomena were eminent on the coarse soils too, and the higher permanent strain was showed by increasing the value of Kc. 4. In the drained cyclic triaxial compression test, the value of ad, Kc, and (Oho) was introduced by the following interrelated equations which were similar to the Mr model of Cole. Kcn/Mr=K1(J$_2$/ $\tau$oct)K2 ............. (coarse soli) Mcn/Mr=K3($\sigma$dp/ $\tau$f)k4 ...............(fine soils) 5. The stress path was not much affected by the value of Mr, however, moisture content, dry desity, and contant of fines affected the value of Mr. 6. In the soil-cement specimens, the resilient compression strain($\varepsilon$d) was decreased by the increment of the $\sigma$ho, and Mr was decreased by increasing the $\sigma$d 7. In the flexible pavement. the cement treated layer should be designed not to fail by the fatigue before the designed traffic load, and actually the pavement could cover the traffic load to a certain extent under the post-crack phase, therefore farther studies on this phenomena' are required in the design analysis. 8. The finite element computer program (ANALYS) was used for displacement analysis of pavement containing the cement-treated layer, The result showed that the program used for this analysis was proved to be usable.

• 대한원격탐사학회지
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• 제13권2호
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• pp.151-163
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• 1997

본 논문에서는 동축선 끝단에서의 마이크로파 반사를 측정하여 수분 함유량을 산출하는 알고리즘을 제시한다. 전파 반사는 공기층과 토양층 사이의 유전율 변화에 의해 발생하므로 반사 계수에서 유전율을 얻는 기술을 연구하였다. 우선, 유전체에 접촉한 동축선 끝단의 등가회로를 선 정하여 미지의 회로 정수를 설정하였다. 다음에, 수분함유량을 알고 있는 토양을 측정하여 미지 회로 정수를 발견하고 반사 계수와 유전율의 관계식을 실험적으로 찾았다. 토양의 유전율은 주파 수, 토양 형태에도 영향을 받지만 주로 수분 함유량에 의해 결정되므로 기존의 실험식을 이용하 여 유전율로부터 수분 함유량을 계산할 수 있었다. 본 연구에서는 Network Analyzer을 이용하여 4.65 GHz에서 각종 토양의 반사 계수의 크기와 위상을 측정하기를 반복하여 복소수 형태의 유전 율과의 관계식을 산출하였다. 이 실험식은 다른 토양에 이용되어 그 정확도가 검증되었다.