• 대한토목학회논문집
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• 제34권3호
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• pp.907-917
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• 2014

연약지반을 매립후 굴착을 시행할 경우 흙막이벽체를 설치하더라도 배면지반에 지반파괴가 발생한다. 이를 최소화하기 위해 억지말뚝을 적용 후 실내모형 실험을 시행하여 억지효과를 규명하였다. 모형토조내 점토를 충진하고 계측시스템을 이용하여, 무보강일 경우와 억지말뚝으로 보강한 경우를 설정하여 굴착에 따른 배면지반의 침하, 간극수압, 토압을 측정하였다. 모형실험 결과 억지말뚝으로 보강할 경우 무보강시와 비교할 때 굴착 단계의 증가와 배면지반의 침하가 감소된 것으로 평가되었다. 간극수압은 보강여부와는 크게 상관없었고, 침하율은 적게 나타났다. 또한, 굴착깊이가 배면지반에 매우 큰 영향을 미치고, 굴착지점과 가까울수록 최대 침하가 발생되는 것으로 평가되었다.

• Archives of Plastic Surgery
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• 제43권4호
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• pp.339-343
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• 2016

Background Numerous techniques have been used to achieve long-term projection of the nipple following nipple-areola reconstruction. However, the reconstructed nipple loses projection over time. We describe a technique that uses local flaps to improve the lost projection of reconstructed nipples. Methods Between November 2013 and March 2015, nine patients (11 nipples) underwent revisional nipple reconstruction for lost projection. Only C-H nipple reconstructions were included in this study. The medical history of each patient was reviewed and photographs were taken in front and lateral views. All patients attended routine follow-up visits. Deepithelialized triangular flaps were made on all four sides of the nipple and buried in the opposite corners in order to augment the volume of the nipple. Anchoring sutures were used to attach each triangular flap on the side opposite their point of origin, and the resulting defects were closed directly. Results This procedure was used successfully in nine patients (11 nipples). Adequate projection was achieved in all patients and no complications occurred. The average nipple height was 3 mm before operation, 7 mm one day after operation, 5 mm at the six-month follow-up, and 5 mm at the 12-month follow-up. The average nipple-areolar angle was $164^{\circ}$ before the operation, $111^{\circ}$ one day after the operation, $130^{\circ}$ at the six-month follow-up, and $133^{\circ}$ at the 12-month follow-up. Conclusions The method described provides a solution to the loss of projection in reconstructed nipples. We recommend this technique because it leads to better projection, greater volume, and a more natural shape.

• Archives of Plastic Surgery
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• 제35권4호
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• pp.446-449
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• 2008

Purpose: Pilonidal sinus is a frequent disease that occurs mostly in hairy young men, defined as chronic inflammation and infection of the postsacral sinuses. Wide excision of the affected area is the treatment of choice. Many techniques have been described to cover the defect. However none appears to be the ideal procedure to prevent infection, recurrence, and delayed wound healing. We present the results of an alternative technique that we performed by using partial deepithelized gluteal transposition flap for reconstruction of the defect following wide excision. Methods: From October 2004 to September 2007, we performed the partial deepithelized gluteal transposition flap method on 6 patients. We modified the transposition flap techniques by deepithelialising the medial parts of the flap and burying them under the opposing edge of the flap. The results were compared with previous studies and evaluated regarding duration of surgery, size of defect, hospitalization periods, and complications. Results: All the flaps were healed well with no partial or complete loss of the flap. Hospitalization and immobilization periods were acceptably shortened. Recurrence was not seen. The aesthetic outcome was also satisfactory and all patients were satisfied with the results. Conclusion: The main advantage of our techniques is using healthy tissues to obliterate the dead space, to provide an extra-cushion, and to prevent deep dehiscence. We believe that the partial deepithelized gluteal transposition flap is a good alternative method for treatment of pilonidal sinus.

• 한국지반공학회논문집
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• 제21권5호
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• pp.215-223
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• 2005

압전 소자는 전기적 에너지를 기계적 에너지로, 기계적 에너지를 전기적 에너지로 변환하는 물질이다. 피에조 세라믹판을 이용하여 탄성 매질을 겹쳐서 만든 벤더 엘리멘트는 전압을 가하면 변위가 발생하는 특성을 이용하여 액츄에이터로 사용할 수 있고, 반대로 변위가 생기면 전압이 발생하는 압전 현상을 이용하여 변위를 계측하는 트랜스듀서로 활용하여 탄성파 시험의 발진자와 수진기로 실내 시험에서 사용되고 있다. 벤더 엘리멘트를 이용한 탄성파 시험으로 토목재료로 많이 쓰이는 콘크리트의 강성을 측정하였고, 자유단 공진주 시험을 통하여 그 결과를 평가 하였다. 카올리나이트를 이용하여 연약지반을 모사하여 카올리나이트 슬러리의 압밀에 따른 강성 변화를 탄성파 시험을 이용하여 측정할 수 있다. 벤더 엘리멘트는 연약지반에서 전단파 계측에 탁월한 성능을 가지고 있으며, 장래에 연약지반 현장 계측에 사용될 가능성이 큰 것으로 입증되었다.

• 조명전기설비학회논문지
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• 제25권6호
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• pp.68-74
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• 2011

The touch or step voltages which exist in the vicinity of a grounding electrode are closely related to the earth structure and resistivity and the ground current. The grounding design approach is required to determine the grounding electrode location where the hazardous voltages are minimized. In this paper, in order to propose a method of mitigating the electric shock hazards caused by the ground surface potential rise in the vicinity of a counterpoise, the hazards relevant to touch voltage were evaluated as a function of the soil resistivity ratio $\rho_2/\rho_1$ for several practical values of two-layer earth structures. The touch voltage and current on the ground surface just above the test electrode are calculated with CDEGS program. As a consequence, it was found that burying a grounding electrode in the soil with low resistivity is effective to reduce the electric shock hazards. In the case that the bottom layer soil where a counterpoise is buried has lower resistivity than the upper layer soil, when the upper layer soil resistivity is increased, the surface potential is slightly raised, but the current through the human body is reduced with increasing the upper layer soil resistivity because of the greater contact resistance between the earth surface and the feet. The electric shock hazard in the vicinity of grounding electrodes is closely related to soil structure and resistivity and are reduced with increasing the ration of the upper layer resistivity to the bottom layer resistivity in two-layer soil.

• 콘크리트학회논문집
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• 제14권1호
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• pp.16-23
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• 2002

우리나라의 건설공사 현장에서는 해마다 수백만톤의 콘크리트 폐기물이 배출되고 있다. 이를 효율적으로 재활용할 경우는 환경파괴를 방지할 뿐만 아니라 경제적으로도 큰 효과를 기대할 수 있다. 하지만 기존의 콘크리트 폐기물에 관한 재활용 방법으로는 성토, 잡석다짐, 매립 등의 일부용도에만 사용될 뿐 폭넓게 활용하기에는 한계가 있었다. 따라서 본 연구에서는 골재로 재활용할 수 있는 다양한 종류의 건축폐기물을 환경친화적인 식재용 콘크리트에 이용하여 강도, 내구성 등의 물리적 특성을 검토하였다. 연구결과, 재생골재를 이용한 식재용 콘크리트의 물성은 부순돌에 비하여 압축강도, 동결융해 저항성면에서는 다소 불량하게 나타났지만, 흡수율과 열전도율면에서는 우수한 효과도 입증되었고, 특히 콘크리트 폐기물의 효율적인 재활용 측면을 고려한다면 식재용 콘크리트로의 활용가치는 충분이 있는 것으로 사료된다.

• 한국조경학회지
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• 제22권1호
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• pp.53-63
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• 1994

There are lots of forests around the Korean rural village. This study was conducted to investigate the state of the forests by the 15 forests case study of the Kamgok region in Chon-guk-Do province, Korea. The results are as follows. 1. The forests lose mostly original form by the construction of road and forest clearing for the land development business. And almostly the form of the forests is a trapezoid or roundness. 2. The forests were remained on account of the Korean cemetery customs which is burying underground. 3. The conservation of the forests becomes more difficult because of the continuous development pressure. 4. Because the scale of the forests is so small, they aren't named as the natural resort forest by the forest law. So it will be the better alternative that they are conserved and used by inducing the concept of the village resort forest. 5. Because the owenership of the forests exists in a person or a family, the forests will be destructed continuously by the cemetery development. 6. The vegetation of the upper trees in the forests is the simple forests of Pinus densiflora, Pinus rigida and bamboo. The height of upper tree is average 10-12m. And average root diameter is 13-29cm. The age of the tree is average 50 years old. The state of the forests is mostly fine. 7. It is clarified that the price of the forest land is 3-5 times expensive than the other cultivated land. 8. The forests were made by the forefathers for the purpose of the practical use and were reforested in the era 1960s, 1970s.

• 자원리싸이클링
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• 제13권2호
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• pp.9-15
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• 2004

석유화학공정으로부터 폐기되는 폐산화철촉매를 이용하여 도금합성폐수중 크롬회수에 관한 연구를 회분식과 연속식으로 실시하였다. 도금합성제수 중 $CrO _{4}^{-2}$ 형태의 음이온으로 존재하는 6가 크롬은 폐산화철촉매의 등전점(pH 3.0)이하에서 폐촉매와 물리적 흡착을 한다. 한편, 6가 크롬은 pH 3.0 이상에서도 폐촉매의 수산화철과 산화환원반응에 의해 일부 환원되어 $Cr(OH)_3$로 침전한다. 컬럼을 이용한 크롬 연속회수실험에서 크롬합성폐수의 pH가 0.5∼2.0일 때 폐촉매의 크롬흡착량은 2.0∼2.3g/L이며, pH가 3.0에서는 1.5g/L이었다. 폐수 중 크롬농도가 50∼500mg/L로 높아질수록 폐촉매에 흡착한 크롬누적량은 1.29∼8.56g/L로 증가하지만, 유속이 30∼80 ml/mm으로 증가하여도 크롬 흡착누적량은 2.21∼2.49 mg/L로 거의 유사하였다.

• 한국잠사곤충학회지
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• 제44권2호
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• pp.74-81
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• 2002

The optimal conditions for mycelial growth of P. linteus ASI 26011 were 25-30$^{\circ}C$ and pH 6.0, respectively. The mycelial growth of P. linteus was excellent on MCM medium. In case of carbon sources, the mycelial growth of P. linteus was best on the culture media that were contained with sucrose, mannose and glucose. Potassium nitrate and sodium nitrate were good for the mycelial growth of P. linteus as a nitrogen source. For comparison of the mycelial colonization of P. linteus on logs, several techniques of inoculation were tested; the sterilized short log inoculation, drilling inoculation and log-end sandwich inoculation. The mycelial colonization of P. linteus on logs was good in the treatment of sterilized short log inoculation, but poor in the traditional methods such as drilling inoculation and log-end sandwich. The initial mycelial growth and the full mycelial colonization of P. linteus were the best on 20 cm logs under the condition of 42% of moisture content in log. Also the initial mycelial growth of P. linteus was accelerated over 12 hours of sterilization. Burying method of logs after 5-6 months of incubation was the best for formation of basidiocarp of P. linteus. The formation of fruiting body of P. linteus was quite good in the cultivation house at the 31-35$^{\circ}C$ and over 96% of relative humidity.

• 한국해양공학회지
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• 제30권4호
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• pp.310-319
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• 2016

If a spoiler was attached to the pipeline investigated in a previous study, a strong flow and vortex at the lower part caused scouring and thus an asymmetric pressure distribution, which assisted in the analysis of the self-burial structure where a down force was applied to the pipe. However, only the fluid-pipe interaction was considered, excluding the medium (seabed), when practically burying the pipeline. Thus, this study applied a numerical model (LES-WASS-2D) to directly analyze the non-linear interactions among the fluid, pipe, and seabed in order to perform numerical simulations of a pipeline with a spoiler installed on the seabed. This allowed the self-burial mechanism of a pipeline with a spoiler to be analyzed in the same context as the previous study that considered only the fluid-pipe interaction. However, when a pipeline was installed on the seabed, a strong flow and vortex were found at the front of the bottom, and a spoiler accelerated the fluid resistances. This hydraulic phenomenon will reinforce the scouring and down force on the pipeline. In the general consideration of the numerical analysis results by the specifications and arrangements of the spoiler, a pipeline with a spoiler was found to be the most effective for the self-burial function.