• Geomechanics and Engineering
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• 제24권6호
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• pp.589-597
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• 2021

The present study evaluates geocell reinforced slope behavior. A three dimensional analysis is carried out to simulate soil and geocell elastoplastic behavior using the finite difference software FLAC3D. In order to investigate the geocell reinforcement effect, the geocell aperture size, thickness, geocell placement condition and soil compaction had been considered as variable parameters. Moreover, a comparison is evaluated between geocell reinforcing system and conventional planar reinforcement. The obtained results showed that the pocket size, thickness and soil compaction have considerable influence on the geocell reinforcement slope performance. Moreover, it was found that the critical sliding surface was bounded by the first geocell reinforcement and the slope stability increases, by increasing the vertical space between geocell layers. In addition, the comparison between geocell and geogrid reinforcement indicates the efficiency of using cellular honeycomb geosynthetic reinforcement.

• 한국터널지하공간학회 논문집
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• 제24권6호
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• pp.699-714
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• 2022

본 연구의 목적은 2개 터널의 간격이 최소 1 m이내인 초근접 병설터널이 풍화토 또는 풍화암같은 연약대를 통과하는 경우에 대해 안전하며 경제적인 필라보강방법을 제시하는데 있다. 초근접 병설터널의 필라부 보강방법 제시를 위하여 2차로 도로터널 표준단면도를 적용하였다. 필라부의 두께는 1 m로 가정하였다. 터널 통과 주변 지반 조건으로 풍화토 또는 풍화암으로 가정하였다. 필라부 안정성 평가를 위하여 4가지 보강 방법, 록볼트 보강, pre-stress 강연선 보강, 필라부 상부 수평강관 보강 + 그라우팅 보강, 수평 강관 보강 + 그라우팅 + pre-stress 강연선 보강 조건에 대하여 검토하였다. 터널 주변 지반조건이 풍화토인 경우 수평강관 보강 + 그라우팅 + pre-stress 강연선 보강 조건만 필라부에서 파괴가 발생하지 않았다. 터널 주변 지반조건이 풍화암인 경우 수평강관 보강 + 그라우팅 조건과 수평강관 보강 + 그라우팅 + pre-stress 강연선 보강 조건인 경우에서만 필라부에서 파괴가 발생하지 않았다. 수평강관 보강 + 그라우팅은 필라부 상부에 가해지는 상부하중을 지지하여 필라부 상부의 안정성을 증가시키는 역할을 수행한 것으로 판단된다.

• 한국구조물진단유지관리공학회 논문집
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• 제10권3호
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• pp.211-218
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• 2006

본 연구에서는 거주형 무량판 구조의 뚫림 전단을 방지하기 위한 연속 절곡된 전단 보강근을 개발하였다. 이를 적용한 슬래브-기둥 접합부에 있어 개발 전단 보강근의 뚫림 전단 성능을 평가하기 위하여, 구조 성능 실험을 수행하였다. 실험 변수는 전단보강근이 없는 경우, 개발 전단보강근을 사용한 경우, 헤드 스터드를 사용한 경우이다. 수평하중에 대한 저항성능을 평가하기 위하여 일정축력하에서의 이력 하중 실험을 수행하였다. 실험결과는 전체 변위 및 접합부 강도 등으로 평가되었다. 이러한 결과로부터, 개발된 전단보강근이 층간변위비 거동에 있어 우수한 성능을 보유함을 확인할 수 있었다.

• 한국지반환경공학회 논문집
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• 제15권11호
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• pp.43-51
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• 2014

본 연구에서는 실트함유율과 상재하중에 따른 보강재(지오그리드)의 인발저항력의 변화를 알아보기 위하여 실트함유율이 각각 0 %, 17 %, 35 %, 수직하중이 각각 30 kPa, 60 kPa, 120 kPa인 형태로 그리드를 무보강과 마찰돌기 형태로 변화를 주어 인발시험을 시행하였다. 인발시험결과 일반 지오그리드의 경우 실트함유율이 증가하면 인발저항력이 감소되지만 마찰돌기를 부착한 그리드의 경우는 동일조건에서 약 20 %의 증가를 보이는 것으로 확인되었고, 상호작용계수는 실트함유량에 따라 0.7~1.6의 분포를 보였다. 이러한 결과를 바탕으로 낮은 수직하중상태에서 보강토옹벽의 설계 시 마찰돌기 부착형 보강재는 뒷채움재료 특성에 따라 사용 길이를 감소시킬 수 있을 것으로 평가되었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 추계 학술논문 발표대회
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• pp.11-12
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• 2012

This study investigates the temperature rise of reinforcement bars located in the middle of the form (for reinforcement concrete) during hot weather condition. The temperature was measured for three consecutive days before placing concrete. Test results showed that the temperature started to increase at 7:00 AM before sun rised, and peaked at around 2:00 PM. It was found that the thinner the diameter of a reinforcement bar, the higher is the speed of temperature rise and drop of the bar. The peak level of temperature for D13, D19, D25 and D32 was 54.4℃, 55.2℃, 56.4℃ and 60.2℃, respectively.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.121-124
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• 2005

The existing reinforcement methods of construction are the actual condition without the method of checking exact injection of adhesives clearly by the opacity of reinforcement material. In this study, in order to solve such a problem, the high strength transparent panel using a glass fiber is developed and in order to examine reinforcement effect of a panel clearly, the structure performance evaluation experiment was conducted. As a result, we knew that it can check with the naked eye the injection process of adhesives and reinforcement effect was also observable.

• International Journal of Korean Welding Society
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• 제1권2호
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• pp.18-22
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• 2001

The stress intensity factor has been calculated theoretically for the cracked plate subjected to remote normal stress and reinforced with a plate by symmetric seam welding. The singular integral equation was derived based on displacement compatibility condition between the cracked plate and the reinforcement plate, and solved by means of Erdogan and Gupta's method. The results from the derived equation for stress intensity factor were compared with FEM solutions and seems to be reasonable. The reinforcement effect gets better as welding line is closer to the crack and the stiffness ratio of the cracked plate and the reinforcement plate becomes larger.

• Journal of Welding and Joining
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• 제16권1호
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• pp.63-69
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• 1998

The stress intensity factor has been calculated theoretically for the cracked plate subjected to remote normal stress and reinforced with a sheet by symmetric seam welding. The singular integral equation was derived based on displacement compatibility condition between the cracked sheet and the reinforcement plate, and solved by means of Erdogran and Gupta's method. The results from the derived equation for stress intensity factor were compared with FEM solutions and seems to be reasonable. The reinforcement effect gets better as welding line is closer to the crack and the stiffness ratio of the cracked plate and the reinforcement sheet becomes larger.

• International Journal of Naval Architecture and Ocean Engineering
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• 제12권1호
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• pp.910-917
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• 2020

In fire suppression, continuous delivery of water or foam to the fire source is essential. The present study concerns fire suppression in a ship under sea condition, by introducing reinforcement learning technique to aiming of fire extinguishing nozzle, which works in a ship compartment with six degrees of freedom movement by irregular waves. The physical modeling of the water jet and compartment motion was provided using Unity 3D engine. In the reinforcement learning, the change of the nozzle angle during the scenario was set as the action, while the reward is proportional to the ratio of the water particle delivered to the fire source area. The optimal control of nozzle aiming for continuous delivery of water jet could be derived. Various algorithms of reinforcement learning were tested to select the optimal one, the proximal policy optimization.

• Journal of Acupuncture Research
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• 제20권6호
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• pp.190-200
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• 2003

Objective: The purpose of this study is to examine influences by the order, Reduction and Reinforcement in Acupuncture on cerebral hemodynamics [regional cerebral blood flow(rCBF) and mean arterial blood pressure(MABP)] in normal rats. Methods: This experiments was to to investigate eath other changes of rCBF and MABP at Xingjian(LR2)(1st) Shaofu(HT8)(2nd) Reduction, Xingjian(LR2)(1st) Shaofu(HT8)(2nd) Reinforcement, Shaofu(HT8)(1st) Xingjian(LR2)(2st) Reduction and Shaofu(HT8)(1st) Xingjian(LR2)(2st) Reduction in Acupuncture. Results: 1. LR2(1st) HT8(2nd) Reduction in Acupuncture was decreased rCBF and MABP in compared with normal condition. 2. LR2(1st) HT8(2nd) Reinforcement in Acupuncture was significantly decreased rCBF, and was decreased MABP in compared with normal condition. 3. HT8(1st) LR2(2st) Reduction in Acupuncture was decreased rCBF during acupuncture but was recovered rCBF after with-drawing of the neddle. 4. HT8(1st) LR2(2st) Reduction in Acupuncture was decreased MABP during acupuncture and after withdrawing of the neddle. 5. HT8(1st) LR2(2st) Reinforcement in Acupuncture was significantly increased rCBF during acupuncture and 30min after withdrawing of the neddle. 6. HT8(1st) LR2(2st) Reinforcement in Acupuncture was decreased MABP during acupuncture, but was recovered MABP after withdrawing of the neddle. Conclusions: I suggested that LR2 HT8 Reduction in Acupuncture and LR2 HT8 Reinforcement in Acupuncture cause a diverse response of cerebral hemodynas.