• 유기물자원화
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• 제15권1호
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• pp.178-184
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• 2007

분변토 처리의 기계화 및 자동화 공정 개발을 위하여, 본 연구에서는 슬러지 침출액을 이용한 지렁이 퇴비화 지표에 대하여 고찰하였다. 이 연구에서는 회분식 및 연속식 실험을 위하여 현장 하수 슬러지가 사용되었다. 슬러지 처리방버버에 따른, 발생되는 침출수의 이화학적 특성 변화는 거의 유사함을 나타내었다. 그러나, 산화환원전위, pH, 전기전도도, $NH_3-N$ 항목에서는 퇴비화 전후, 분명한 차이를 보였다. 또한, 지렁이 퇴비화 지표 설정에 가장 적합한 변수들은 ORP과EC임을 알 수 있었다. 이러한 연구 결과들은 실제적으로 분변토 처리가 이루어지는 지렁이 퇴비하 기술로 사용될 수 있을 것이다.

• KIEAE Journal
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• 제15권6호
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• pp.27-36
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• 2015

Purpose: The definition and factors of passive design being the sustainable method of building plan through the preceding research is deducted and the effect of passive design within the public library by applying the deducted factors in the case of built public libraries and further the realization plan of green library aimed to be reviewed in this research. Method: This study is to induce common elements of architecture plan for public library and passive design, and assess application level of re-classified elements of sustainable public library in order to analyze present condition of passive design applied on facilities of public library. First, related laws and planning standards of public library will be reviewed, then the definition of passive design will be considered using advanced research. Through advanced research related to planing elements and passive design for library induced from various plans for library standards, a common ground of induced passive design element will be transformed into assessment items and practices to be analyzed. Result: Libraries which are and are not preliminarily certified by G-SEED will be compared with each other in order to analyze the effects of passive design on G-SEED. Even though various passive elements such as load reduction of air conditioning and energy efficiency exist, there are no assessment tool within G-SEED. The fact that there are only standards for temporary methods such as utilization of construction material and installation of equipment highlights the challenges in quantitative evaluation.

• 콘크리트학회논문집
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• 제11권6호
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• pp.3-12
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• 1999

The larger, loftier and more highly strengthened the recent structures become, the greater attention is paid to the problem of thermal crack occurrence associate with hydration heat. As one of methods to solve the problem, a care has been taken to the improvement of construction such as the application of pre-cooling or pipe-cooling, adjustment of concrete block size, concrete placement timing, joint arrangement and so on. But it is expected that a proper selection of cement shall additionally contribute to the control of thermal cracks. In this study, thus, we selected 4 types of cements such as Type V for anti-sulphate, blast furnace cements (slag content of 45% and 65% respectively)and ternary blended low heat cement, and carried out mock-up tests. In every assigned time, temperatures and thermal stresses were measured and calculated from raw data. As a result of measurement, it was found that the magnitude of hydration heat is in order of blast furnace slag cement. Type V and ternary blended low heat cement. Results of thermal stresses were same as the order of temperature. In addition, thermal stresses calculated from the data of strain gauges showed almost similar to those measured from effective stress gauges only when strain values were adjusted properly in accordance with initial time of stress appearance. Theoretical results agreed well with the measured values comparatively, but showed slight differences. It is inferred that these differences shall be reduced if more tests capable of evaluating thermal characteristics of concrete are carried out.

• Journal of the Korean Association of Oral and Maxillofacial Surgeons
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• 제35권6호
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• pp.437-441
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• 2009

Purpose: In many cases, the erroneous placement of a dental implant brings about undesirable results. Here, the effect of dental implant placement on the success of the final prosthesis was evaluated from the point of view of the prosthodontist. Materials and Methods: All surgical operations were performed by the same oral surgeon with the same surgical protocol and all prosthodontic procedures were performed by the same prosthodontist. The problems faced by the prosthodontist, their causes, and their effect on prosthesis success were identified. The success of the final prostheses was evaluated by the same prosthodontist. Results: Only 53% (238 implants in 105 patients) of dental implants were not associated with prosthodontic problems. Multiple implant placement (more than three implants) was associated more frequently with prosthodontic problems. Conclusions: The data indicate that the satisfactory construction of a prosthesis is highly dependent on the placement of the dental implant in the best possible position. It is strongly recommended that the oral surgeon and the prosthodontist engage in pre-operative discussions to establish a top-down treatment plan, as this will improve implant placement and ultimately the success of the prosthesis.

• 한국지반공학회논문집
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• 제21권3호
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• pp.43-54
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• 2005

본 연구에서는3개소의 지중연속벽(D) 시험시공에 의해 유발된 지반의 변위에 대한 분석을 실시하였다. DW의 시공은 최근에 실시된 매립에 의해 압밀이 진행중인 압측성이 높은 해성점토층 및 풍화잔적토 지반에서 실시되었다. 수평변위의 계측결과는 DW시공에 의해 최대 293mm의 매우 큰 변위가 발생함을 보여주고 있는데, 이는 약 0.8$\%$ D(D=최대굴착고)에 해당되는 값이다. DW의 시공 도중 굴착면을 의도적으로 방치하는 경우, 지반 변위가 약 50-225$\%$ 증가하였다. DW 시공 이전에 해성점토층을 제트 그라우트로 보강하게 되면 지반변위가 매우 효과적으로 감소된 것으로 관측되었다. 본 연구에서 관측된 지표침하를 유사한 조건에서 실시된 DW 시공사례에서 측정된 지표침하의 양상과 간접 비교한 결과에 따르면, 해성짐토층에 DW을 시공하는 경우 최대 0.225$\%$ D의 지표침하가 발생하는 것으로 분석되었다.

• 대한토목학회논문집
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• 제33권5호
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• pp.1741-1751
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• 2013

본 연구에서는 프리텐션 공법으로 제작된 프리스트레스 콘크리트 거더의 정적거동을 조사하는 것이 주요 목적이다. 이동식 제작대를 이용하여 현장에서 제작된 지간 30m의 프리텐션 거더에 대한 재하시험이 수행되었다. 모든 시험결과는 수치해석결과와 비교되었으며, 거더의 중앙부에 대한 변위와 변형률이 측정되었다. 실험결과에서 실물모형 시험체의 초기균열발생 하중은 사용하중 보다 1.75배 증가된 하중에서 발생하였다. 또한 연성설계기준을 만족하여 시험체는 초기균열 발생후에 취성파괴하지 않고 연성 파괴될 것으로 판단되었다. 사용성 검토에서 균열발생시의 처짐값이 도로교설계기준(2010)에서 제시한 활하중 재하시의 허용처짐량을 만족하였다. 유한요소 해석결과와 시험결과는 전체적인 거동이 매우 유사하게 나타났으며, 현장제작 프리텐션 거더의 사용성과 안전성 측면에서는 큰 문제가 없는 것으로 판단된다.

• 물과 미래
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• 제8권2호
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• pp.30-40
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• 1975

Hydrogeological survey and geophysical prospecting have been carried out in Saudi Arabia for the purpose of finding groundwater in the soil and rock at the request of General trading company in Jeddah, Saudi Arabia. The surveyed area is located on $38^{\circ}-39^{\circ}$ 30' in longitude and $26^{\circ}-26^{\circ}$ 30' in latitude. The topography of this area is dominated by northwest southeast mountain range composed mostly of precambrian rocks and basalt of tertiary period. Geology is mainly composed of greenstone, granite, andesite, diorite rhyolite of pre-cambrian era and sandstone of cambrian period which are underlained by basalt and andesite of tertiary period and alluvium of quaternary unconformably. The instruments used in this investigation are TR-18B2 radioactivity unit which isjapanese patented and A.C. Terrameter, a resistivity meter manufactured by ABEM of Stockholm, Sweden. Radioactivity method has been conducted along the Alula-Khaybar road, totally 164Km by the car-borne. As a result of the above survey 16 places have been selected and these anomalies show 1.2N-1.6N compared to background of each area in intensity with width of 10-50m. Resistivity vertical profiling which made use of Schlumberger configuration method has been made over selected areas by radioactivity method to provide hydrogeological information for a water resources survey. The result of resistivity shows that good aquifers are located in the western part of surveyed area where sedimentary rock is distributed. The strata showing 10-50, ${\Omega}-m$ in resistivity are thought to be waterbearing layer. The variations in aquifer resistivity found, are thought to be due to verying clay content, which could be related to aquifer yield. It has proved impossible to detect small salinity variation in the buried aquifer by geophysics. As a result of resistivity prospecting 10 places are recommended to be drilled at the anomalies as shown attached map. yields from the proposed holes have been estimated approximately from $20m^3$ to $200m^3$ per day. Prior to drilling for groundwater, test boring using ${\c}4"$ should be drilled in order to obtain more reliable hydrogeological information for the construction of perfect wells.ells.

• 박물관보존과학
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• 제10권
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• pp.63-74
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• 2009

상주 복룡동 유적 발굴 동안 통일신라에서 조선시대에 이르는 우물이 모두 81기가 발견되었으며 우물지 조성에는 할석과 목재가 사용된 것으로 조사되었다. 목재는 우물지 조성 시 최하단 시설, 즉 벽석아래에 설치하는 구조물로 주로 사용되었으며 이 중 136점의 목재에 대한 수종을 분석하였다. 조사결과 소나무가 대부분(전체의 85.9%, 116점)을 차지했으며, 그 외 수종으로는 굴피나무(1점), 밤나무류(9점), 상수리나무류(3점), 졸참나무류(1점), 단풍나무류(5점)로 총 6종이 분석되었다. 이처럼 소나무가 대부분을 차지하는 것으로 보아 당시 우물지 제작에 적합한 목재로 소나무를 의도적으로 선택하여 사용한 것을 알 수 있었다.

• 화약ㆍ발파
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• 제23권3호
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• pp.83-89
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• 2005

철골구조물의 노후화에 따라 리모델링 및 해체시기가 도래함에 따라 시공성, 경제성, 안정성 및 환경성을 고려한 노후 철골구조물의 처리방안에 대한 방법들이 모색되고 있다. 현재 H형강의 절단은 산소절단에 의한 방법이 주로 사용되고 있으나, 순간적으로 구조물을 취약화를 시켜 건물을 붕괴시키는 발파해체공법은 아직까지 적용되고 있지 않다. 따라서 본 연구에서는 철골구조물의 발파해체에 필요한 성형폭약(shape charge)을 이용하여 H형강의 절단방법에 대한 요소시험을 실시하였다. 그 결과 사전 절단방법과 부재의 두께에 따른 단면$\cdot$양면 절단방법을 도출하였고, 성형폭약 고정장치에 따른 부착방법과 그 용이성을 확인하였다. 또한, 성형폭약을 이용하여 절단시 발생하는 소음을 저감하기 위하여 방호박스를 이용한 절단시험결과 약 8dB(A)의 저감효과가 나타났으나, 향후 도심지에서의 구조물 해체를 고려한다면 규제기준이하로 소음을 제어할 수 있는 방법에 대한 추가연구가 필요할 것으로 사료된다.

• 보건교육건강증진학회지
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• 제18권3호
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• pp.117-131
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• 2001

This study was attempted to develope a highly reliable and valid tool which is useful to assess the Korean obese adolescents' stress and coping method. The data were collected from the total of 600 obese students from middle and high schools in Pusan. The author used a convenience sampling method. The data collection was done from March 2 to July 11, 1999. The analysis of the data was done with SPSS Win(10.0) for descriptive statistics and factor analysis. The preliminary tool was composed of 72 items(stress items: 34, coping method items: 38) with the five point Likert scale. Item analysis and inter consistency were calculated for reliability and validity through pre-test. The preliminary tool was analyzed for reliability and validity. Finally, the tool was of 65 items(stress items: 33, coping method items: 32). The results were as follows: 1. Cronbach Coefficient Alpha for the 33 items of stress was .9485 and the 32 items of coping method was .8534. 2. The factor analysis was done in order to confirm construction and the items were extracted Oblimin rotation and Maximum likelihood extraction method. 3. The factor analysis showed 6 factors in stress and 10 factors in coping method. These 6 factors of stress explained 62.4％ and 10 factors of coping method explained 57.4％. 4. Six factor of stress lable were 〈outward appearance〉, 〈boyfriend/ girlfriend〉, 〈occur an outbreak of disease〉, 〈mutual relation of family〉, 〈an obese figure〉, 〈be a burden on exercise〉. 5. Ten factor of coping method lable were 〈be concerned about another affairs〉, 〈recreation activities〉, 〈self-violence〉, 〈relaxation〉, 〈hobby activities〉, 〈avoid a situation〉, 〈communication〉, 〈music〉, 〈negative behavior〉, 〈positive thinking〉. The results of using this scale in a study will contribute to design an appropriate school health management of obese students, and also it will contribute to the development of nursing research.