• 한국구조물진단유지관리공학회 논문집
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• 제5권2호
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• pp.183-190
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• 2001

A sub-structure is uplift if the floating greater than dead load of a structure. When such occasion arise, a structure sustain damage. In general, the measures for floating prevention of structure are a permanent anchor method and a drainage method. The primary construction cost of a permanent anchor method is heavy. And a drainage method is needed maintenance management long term. At this point, the measures for floating prevention of a notion being requires the other days. Therefore, at this study a simple construction and a economic vertical drainage system was developed. The findings be used in the in-situ and gave careful consideration to an application. The result of examination, this system considering a characteristic of coefficient of permeability for the ground controls occurrence of floating despite the water level rise of the ground, which a period of construction get shorter compared with other methods, which understood that measures satisfactory in the financial aspect. Especially, A structure occurring effects of flatting under the course of construction made use of it. As the result of the effect of it was confirmed by construction.

• 한국건축시공학회지
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• 제10권3호
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• pp.91-97
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• 2010

현재 건물 부력에 대한 보호조치로 경제성 및 효율성 측면을 고려하여 영구배수 공법의 사용이 증가하고 있다. 영구배수공법은 건축물에 접하는 지하수를 외부로 배수시켜 건축물에 작용하는 부력을 근본적으로 제거하는 공법으로, 영구배수공법 사용시 유출지하수가 발생하게 된다. 또한 우리나라는 국제인구행동연구소(PAI)에서 지정한 물 부족 국가로 지정되어 유출지하수의 활용이 요구되고 있지만 이에 대한 평가프로세스가 아직 충분하지 않다. 따라서 본 연구는 현장 적용 사례를 통해 현장 단위에서 유출되는 지하수의 활용여부를 결정할 수 있는 평가 프로세스를 구축하고 경제성을 분석하였다. 그 결과 상수도와 비교한 10년간 상수절감 비용을 통해 유출지하수의 활용이 가능한 것으로 나타났다.

• 한국터널지하공간학회 논문집
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• 제15권2호
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• pp.123-134
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• 2013

도시지역에 주로 건설되는 지하차도는 기존의 터널과 달리 지표면에 근접한 지반에 시공되어 지하수의 양압력에 의한 구조물 부상 및 손상이 발생할 수 있다. 도심지 지하차도의 기존 설계방법(사하중 증가 또는 영구앵커 등의 부력 대처공법)은 지나치게 안전측인 보수적 설계를 수행하고 있어 시공기간 및 경제적 비용 증가를 초래한다. 최근 이를 보완하는 공법으로 영구배수공법 사용이 증가하고 있으나 대상 토질과 지하수 등을 고려한 적절한 분석과정 없이 선정되는 실정이다. 따라서 본 연구에서는 최근 Y지역에 설치되는 영구배수공법의 일종인 유도배수공법을 대상으로 지반공학적 관점에서 합리적인 설계체계를 수립하기 위해 지하수위 변화, 지하차도 옹벽 높이, 기초지반 조건 등 다양한 매개변수에 대한 수치해석을 수행하였다. 본 연구 결과로부터 유도배수공법은 지하수에 의해 발생하는 양압력을 효과적으로 저감시킬 수 있음을 확인하였다.

• Clinical Endoscopy
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• 제56권5호
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• pp.650-657
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• 2023

Background/Aims: Endoscopic ultrasound gallbladder drainage (EUS-GBD) is gaining attention as a treatment method for cholecystitis. However, only a few studies have assessed the outcomes of permanent stenting with EUS-GBD. Therefore, we evaluated the clinical outcomes of permanent stenting using EUS-GBD. Methods: This was a retrospective, single-center cohort study. The criteria for EUS-GBD at our institution are a high risk for surgery, inability to perform surgery owing to poor performance status, and inability to obtain consent for emergency surgery. EUS-GBD was performed using a 7-Fr double-pigtail plastic stent with a dilating device. The primary outcomes were the recurrence-free rate of cholecystitis and the late-stage complication-avoidance rate. Secondary outcomes were technical success, clinical success, and procedural adverse events. Results: A total of 41 patients were included in the analysis. The median follow-up period was 168 (range, 10-1,238) days. The recurrence-free and late-stage complication-avoidance rates during the follow-up period were 95% (38 cases) and 90% (36 cases), respectively. There were only two cases of cholecystitis recurrence during the study period. Conclusions: EUS-GBD using double-pigtail plastic stent was safe and effective with few complications, even in the long term, in patients with acute cholecystitis.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.703-710
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• 2006

The objective of this study is to acquire stabilization of collapse of cut-slope in Chang-Nyung, Gyeong-Nam. The following shows the results of this study. We applied a reinforcement method with the latticed beam $(0.50\times0.50)$ + permanent anchor($PC\;6\times\phi12.7mm$, Ta = 50.0t/EA, etc 3.0m), and fill gravels(D=35cm) in the latticed beam. We attenuated the slope (1:2.0), and stabilized the slope pace by ASANA method. We planned a drainage way(U-type, $0.40\times0.40$) in order to prevent surface water from inflowing into underground.

• Journal of the Korean Association of Oral and Maxillofacial Surgeons
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• 제35권4호
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• pp.271-275
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• 2009

The purpose of this report is to describe a treatment method of dentigerous cyst associated with unerupted permanent teeth in mixed dentition patients. In our cases, extraction of infected primary teeth was followed by decompression of the cyst. At the same time, parts of the cystic walls were sent for histopathological examination. Decompression was performed by inserting a rubber tube into the cystic cavity through the extraction socket. The cystic cavity was kept open by means of vigorous use of a syringe by patient. Postoperative panoramic radiograph was taken bimonthly. After $5{\sim}12$ months, the impacted permanent teeth were erupted on the desired position. All cases presented favorable result. By extracting the infected primary teeth, and opening the cyst for continuous drainage, it was possible to achieve spontaneous eruption of the involved permanent teeth into the proper position. In all our cases, there was no sign or symptom of recurrence of the cyst up to postoperative 18 months.

• 기술사
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• 제32권6호
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• pp.94-99
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• 1999

Recently, flood damage is rapidly increasing because of warming of globe, urbanization and industrialization. As a countermeasure to prevent these flood damages, it is quite required to extend the flood control ability by improving the objective rivers in the watershed and building more medium to large scale reserviors. Simultaneously repairing and rehabilitation of facilities through the safety diagnosis for reinforcement of the facilities should be continuously proceeded. Also extensive implementation of drainage improvement, establishment of prevention and refairing system against flood damage and raise of accuracy of weather forecasting should be proceeded.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 춘계학술대회 논문집
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• pp.621-626
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• 2005

A major part of permanent way maintenance effort is justified by inadequacies in the track substructure and in particular in drainage conditions, which need to be put right across the entire network. In most cases nowadays, improvements of the substructure can be carried out on rail to a high standard of quality. However, this entails substantial movements of material for the removal of spoil and provision of new material. In the future, recycling of old material on site, and use of geosynthetics, will be necessary to help considerably reduce this volume.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 추계 학술논문 발표대회
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• pp.85-86
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• 2015

Recently, As the high rise buildings have been demanded due to the rising current of land price, the permanent drainage method have been applied during and after the construction as a way to reduce the buoyancy acting on the bottoms of the foundations in the basement. This method has brought about the consolidation subsidence of the ground and turned out to be the problems of sinking hole and foundation re-settlement. The representative methods to be used for extending the life cycle of the existing building structure which is tilted by the foundation re-settlement or differential settlement of the foundation can be divided into the building structures reinforcement and soil reinforcement. The purpose of this study is to analyze and present the application example of steel pipe pile method to extend the life cycle of the six -stories building tilted in a soft ground.

• 한국지반공학회지:지반
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• 제11권4호
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• pp.125-140
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• 1995

배수형터널의 설계개념은 배수시 설비 정상적으로 가동된다는 가정하에서 터널 라이닝에 작용하는 수압의 영향을 고려하지 않는 것이 일반적이다. 그러나 이와 같은 설계개념은 지하수위가 터널 하단부 아래로 저하되는 경우에는 합당하지만, 지하수의 공급원이 충분하여 지하수위 저하가 크지 않은 정상류 상태인 하천 인접구간 등에서는 침투력이 라이닝에 작용할 수 있으므로 이 경우 수압을 고려하지 않으면 터널 안정에 문제가 발생할 수 있다. 따라서 본 연구에서는 주변 지하수위 저하가 거의 없는 서울지하철 $\bigcirc$호선중 4개 공구중 대표 단면 2개에 대해 배수형터널 내부의 과다유입수가 터널 안정성에 미치는 영향을 검토하기 위하여 침투류 해석 및 라이닝 검토를 유한요소법을 이용하여 검토하였다. 그 결과 터널의 라이닝에 대한 수압이 당초 설계에 비해 다소 크게 나타났으며 터널구조물의 장기적인 안전을 위하여는 차수공의 설치 또는 영구계측 등의 대책이 필요할 것으로 판단되었다.