• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.679-686
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• 2010

Mechanical characteristics of bottom ash produced in coal-fired power plant are investigated to utilize as light-weight fill materials. Triaxial compression test, water retention test, and unsaturated direct shear test were conducted for weathered soil (WS), reclaimed bottom ash (RBA), and screened bottom ash (BA). RBA had larger frictional angle and lower effective cohesion than those of WS. Water retention charactersitics of RBA and BA existed within distributions of soil-water characteristic curves for domestic weathered soils. Unsaturated shear strength of RBA was similar to that of WS at matric suctions of 50 kPa and 100 kPa. As a conclusion, bottom ash can be used as fill materials to replace the conventional construction materials by.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.615-620
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• 2000

The strength properties of Light-Weighted Soils(LWS) mixed with Expanded Polystrene(E.P.S) are studied. Test results show that when the initial water contents of dredged soils are under 135% and the cement contents are above 1%, Light-Weight Soils are in the appropriate strength range of 2.0 to 4.0kg/㎠. However, E.P.S contents had a little affects on the strength properties of LWS. In the view of E.P.S diagram's effects on LWS, which have expand ratio of 25, 35, 45 and 60, further studies considering of physical properties of original E.P.S beads are needed.

• 한국지반공학회논문집
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• 제19권5호
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• pp.335-342
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• 2003

지반 변형계수를 측정하는 방법중에서 원위치 시험법은 반력으로 대형 장비가 필요하고 많은 측정시간이 소요되므로 시험횟수가 제한되는 단점이 있다. 최근에는 이런 문제점을 보완하고 보다 신속하게 측정할 수 있는 장비들이 개발되어 적용되고 있다. 즉, Falling Weight Deflectometer(FWD), Light Drop Weight Tester(LDWT), Geogauge등이 있다. 이중에서 Light Drop Weight Tester(LDWT)는 경부 고속철도 공사에 ‘철도공사를 위한 경량 낙하 시험기’라는 명칭으로 적용된 이래로 여러 기관에 도입되어 노반의 품질관리 및 성토관리용으로 국내 조건에 맞는 기준을 정립하기 위한 연구가 진행중이다. 본 연구에서는 현장에서 지반변형계수를 쉽게 측정하는 방안을 제안하기 위해 독일 Stendal의 동적 평판 재하시험 장비(Light Drop Weight Tester(LDWT))인 ZFG 02를 이용하여 현장과 토조에서 동적변형계수를 측정하였다. 동일한 지반에서 실시한 평판재하시험 결과에 의한 정적 변형계수와의 상관성을 분석하였다.

• 한국토양비료학회지
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• 제48권6호
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• pp.677-682
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• 2015

Although it is not a landscape crop according to MIFAFF(ministry of agriculture, food and rural affairs), yellow mustard is considered a superb landscape crop because of its growth and flower characteristics. We sowed yellow mustard as a landscape and green manure crop in upland soil (four types of soil texture) in spring. And we studied its flowering characteristics, dry weight, and nitrogen yield. The growths of yellow mustard were possible in every soil ranging from sandy soil to clay loam. Its height was 54.1 ~ 76.1cm and the number of node per hill was 11.3 ~ 17.0. Its flowers had a light yellow. It took about 44 ~ 50 days to flower, and flowered for 22~25 days. The dry weight of yellow mustard was $2.27{\sim}3.60tonha^{-1}$ with highest in sandy loam and loam. Among the nutrients of yellow mustard, nitrogen(T-N) was $12.6{\sim}20.8gkg^{-1}$, and C/N ratio was 21.6~37.7. The nitrogen yield of yellow mustard was $35{\sim}62kgha^{-1}$. In conclusion, because of its flowering characteristics and dry weight, yellow mustard was considered appropriate for both green manure and landscape crop uses.

• Computers and Concrete
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• 제32권1호
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• pp.15-26
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• 2023

In order to study the anti-seismic performance of full light-weight concrete utility tunnel, EL Centro seismic waves were input, and the seismic simulation shaking table test was carried out on the four utility tunnel models. The dynamic characteristics and acceleration response of the system consisting of the utility tunnel structure and the soil, and the interlayer displacement response of the structure were analyzed. The influence law of different construction methods, haunch heights and concrete types on the dynamic response of the utility tunnel structure was studied. And the experimental results were compared with the finite element calculation results. The results indicated that with the increase of seismic wave intensity, the natural frequency of the utility tunnel structure system decreased and the damping ratio increased. The assembling composite construction method could be equivalent to replace the integral cast-in-place construction method. The haunch height of the assembling composite full light-weight concrete utility tunnel was increased from 30 mm to 50 mm to enhance the anti-seismic performance during large earthquakes. The anti-seismic performance of the full light-weight concrete utility tunnel was better than that of the ordinary concrete utility tunnel. The peak acceleration of the structure was reduced by 21.8% and the interlayer displacement was reduced by 45.8% by using full light-weight concrete. The finite element simulation results were in good agreement with the experimental results, which could provide reference for practical engineering design and application.

• 한국지반공학회논문집
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• 제20권4호
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• pp.5-13
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• 2004

본 논문에서는 경량기포혼합토의 압축성과 강도 특성에 대해 실험을 통하여 연구하였다. 경량기포혼합토는 재료의 경량화와 압축강도의 증가를 위해 해양준설토에 시멘트와 기포로 구성되어 있다. 이러한 목적을 위하여 초기 함수비, 시멘트 함유율, 실트질 준설토의 혼합을, 구속압조건 등의 다양한 조건에서 준비된 공시체로 일축압축시험 및 삼축압축시험을 수행하였다. 경량기포혼합토의 실험결과, 응력-변형거동과 압축강도는 준설토의 초기 함수비보다 시멘트 함유율에 더 큰 영향을 받는 것으로 나타났다. 또한, 본 연구에서는 초기 함수비, 시멘트 함유율, 기포 함유율을 고려한 정규화계수를 제시하였으며 경량기포혼합토의 압축강도와 정규화 계수와의 유용한 관계를 얻을 수 있었다.

• 한국항만학회지
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• 제14권2호
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• pp.233-239
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• 2000

The expansion of old road is needed in constructing the entrance at the $\bigcirc$$\bigcirc$I/C road in $\bigcirc$$\bigcirc$city. To strength the national competition, many agents who concerned do their best for finishing that construction early as soon as possible. In generally, soil embankment on soft foundation is caused to reduce the stability by making the settlement of ground surface due to the over load. Thus, we try to make it stable by building EPS embankment construction which in our working place is one kind of the method of light embankment construction after excavating the original ground.

• 한국지반환경공학회 논문집
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• 제18권5호
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• pp.27-33
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• 2017

본 연구에서는 실트질 점토와 동물성 기포제 및 시멘트로 제작한 경량기포혼합토의 공학적 특성을 고찰하는 시험을 수행하였다. 현장의 경량기포혼합토는 도로를 위한 연약지반상 성토 및 기존도로의 확장 구간에 성토재료로 사용되어 왔다. 현장에서는 주로 제작 직후의 단위중량과 흐름치를 측정하여 품질관리를 하고 있으며, 실내 시험을 통해 압축강도시험으로 확인한다. 본 연구의 주목적은 경량혼합토의 다른 특성과 흐름치 관계와 더불어 흐름치로부터 시방서에서 요구하는 압축강도를 예측하고자 하는 것이 주요 목적이다. 연구 결과, 준설토의 함수비가 클수록 높은 유동성으로 인해 흐름치가 증가하였고 재료분리로 인해 타설 깊이에 따른 단위중량이 증가하였다. 60cm의 시료 하부는 상부에 비하여 약 2배의 압축강도를 나타내었다. 현장에서의 품질관리는 주로 흐름치에 의존하게 되므로 흐름치와 혼합토의 압축강도를 선행적으로 예측할 수 있도록 Yoon & Kim(2004)이 제시한 정규화계수와의 상관관계를 제시함으로써 흐름치로부터 압축강도를 예측할 수 있도록 하였다. 또한, 흐름치와 정규화계수와의 관계를 제시하였으며 이관계로부터 정규화계수를 산정하고, 이로부터 계산한 압축강도와 실내시험 압축강도를 비교한 결과, 준설토의 초기함수비가 높을수록 유사한 관계가 나타났다. 따라서, 흐름치와 정규화계수의 상관관계를 통해 압축강도를 사전에 예측하여 설계 단계에서 반영할 필요성이 있다고 판단된다.

• 한국작물학회지
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• 제49권3호
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• pp.155-159
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• 2004

This experiment was carried out to evaluate the microclimate of wheat canopy, growth and yield characteristics of wheat under north-south and east-west row orientation. The variety used in this experiment was "AG South 2000", which was developed in USA. Solar radiation, air temperature, relative humidity, and soil temperature were monitored by data logger from March to May in 2002, The ratio of light penetration to the bottom from the upper canopy was 36.8% in north-south and 21.4% in east-west row orientation. Temporal march of light penetration to the bottom from March to May decreased as wheat developed canopy structure and decreased a little from May as plant were matured. The highest light penetration to the bottom from upper canopy occurred at 13：00 in both north-south and east-west row orientations, respectively which were 36 times in north-south and 27 times in east-west row orientation, respectively. Daily maximum temperature at the bottom of canopy occurred at 14：00 with 29 times in north-south, while 19 times were obtained at 14：00 and 15：00, respectively in east-west row orientation. Relative humidity at the bottom of the canopy in east-west yow orientation showed higher than that of north-south row orientation. Occurrence of daily maximum soil temperature of north-south showed one hour later compared with east-west yow orientation. 1000 grain weight and test weight of north-south row orientation was higher than those of east-west vow orientation. Correlation coefficient between solar radiation of upper canopy and 1000 grain weight showed r=$0.8132^{*}$, and between air temperature of upper canopy and number of spikes per $\textrm{m}^{2}$ and 1000 grain weight showed significant positive correlation with r=$0.8139^{*}$, and r=$0.8293^{*}$, respectively.

• 한국자원식물학회:학술대회논문집
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• 한국자원식물학회 2020년도 추계국제학술대회
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• pp.61-61
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• 2020

This experiment was carried out using artificial bed soil and LED in the plastic film house(irradiation time: 07:00-17:00/day). Seedlings(n=63 per 3.3 m²) of ginseng was planted on May 17, 2018. LED was combined with red and blue light in a 3:1 ratio and irradiated with different light intensity(40-160 µmol/m²/s). Average air temperature from April to September according to the light intensity test was 20.4℃-20.9℃. Average artificial bed soil temperature was 20.1℃-21.7℃. The test area where fluorescent lamp was irradiated tended to be somewhat lower than the LED irradiation area. The chemical properties of the test soil was as follows. pH levels was 6.6-6.7, EC levels 0.9-1.3 dS/m and OM levels 30.6-32.0%. The available P₂O₅ contents was 73.3-302.3 mg/kg. Exchangeable cations K and Ca contents were higher than the allowable ranges and mg content was high in the fluorescent lamp treatment. The photometric characteristics of LED light intensity are as follows. The greater the light intensity, the higher the PPFD(Photosynthetic Photon Flux Density) value, illuminance and solar irradiation. Fluorescent lamp treatment had high illuminance value, but PPFD and solar irradiation were lower than LED intensity 40 µmol/m²/s treatment. The photosynthetic rate increased(2.0-3.8 µmolCO²/m²/s) as the amount of light intensity increased, peaking at 120 µmol/m²/s, and then decreasing. The SPAD (chlorophyll content) value decreased as the amount of light intensity increased, and was the highest at 36.1 in fluorescent lamp treatment. Ginseng germination started on April 5 and took 14-17 days to germinate. The overall germination rate was 68.8-73.6%. The growth of aerial parts(plant height etc.) were generally excellent in the treatment of light intensity of 120-160 µmol/m²/s. The plant height was 41.9 cm, stem length was 24.1 cm, leaf length was 9.8 cm and stem diameter was 5.6 mm. The growth of underground part (root length etc.) was the best in the treatment with 120 µmol/m²/s of light intensity. Due to the root length was long(24.8 cm) and diameter of taproot was thick(18.7 mm), the fresh root weight was the heaviest at 24.8 g. There were no disease incidence such as Alternaria blight, Gray mold and Anthracnose. Disease of Damping-off caused by Rhizoctonia solani occurred 0.6-1.5% and incidence ratio of rusty root ginseng was 30.8-62.3%. It is believed that the reason for the high incidence of rusty root ginseng is that the amount of field moisture capacity of artificial bed soil is larger than the soil. Leaf discoloration rate was 13.7-32.3%.