• 한국의류학회지
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• 제27권7호
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• pp.862-871
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• 2003

Kenaf has been estimated as an economic and environmentally compatible crop. This study purposed to enlarge the use of kenaf as textile materials and to develope high value-added textile fibers. Kenaf has been cultivated successfully and grown fast in Jeju. The height of kenaf stalks was about 220cm at 105 DAP and 400cm at 150 DAP, After harvesting at 105 DAP and seperating the basts from harvested kenaf stalks, decorticated kenaf basts were rotted in water at 15~$25^{\circ}C$ for biological rotting and were treated with 1%, 4% and 7% NaOH at 9$0^{\circ}C$ for chemical retting. The properties of extracted fibers were compared: such as fiber diameter. Transversal and longitudinal views, colors, crystallinities, strengths and elongations etc. The diameter of kenaf bast fibers was 15~25 ${\mu}{\textrm}{m}$. Biologically rotted kenaf bast fibers had well developed lumens which were diminished after chemical retting. The degree of crystallinities of biologically rotted kenaf bast fiber was about 92~96% showed higher than those of chemically rotting. The biologically rotted fibers were bright and had creamy color. Yelloweness increased at chemically rotted fibers. Fiber bundle strengths were from maximum 98076.9 (gf/g) to minimum 63749.5 (gf/g). Fiber bundle strengths of biologically rotted kenaf fibers appeared greater than those of chemically rotted fibers. Alkali treatments of chemical rotting could make strength lower and elongation higher. Rotting method might be one of the most importance factors affecting to final fiber properties.

• 상하수도학회지
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• 제20권4호
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• pp.545-558
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• 2006

The current conditions of large water mains are evaluated by deteriorations and the causes of deterioration are investigated through visual assessments in the field, mechanical tests and analysis of chemical compositions in laboratory for each pipe material, unlined cast iron pipes (CIPs), ductile iron pipes (DCIPs) and steel pipes (SPs) Tubercles and scales from internal and external corrosion of unlined cast iron pipes were identified as the causes of functional performance limitations in large water mains. It is investigated that main causes of internal and external corrosion of water pipes are from lots of depositions of organic and inorganic substances on pipe surface, concentrated pitting, and uniform corrosion by local or global exfoliation or detachment of lining and coatings of DCIPs and SPs. Internal and external corrosion depths of CIPs were higher than those of DCIPs and SPs. Consequently, total corrosion rate summed internal and external corrosion rates of CIPs also were shown to be higher than those of DCIPs and SPs. The failure time from hole generation of CIPs by total corrosion rate was predicted to be taken sixteen years, and DCIPs and SPs were twenty-six years and one hundred and fifty three years. And longitudinal deflection of investigated water mains were not happened and mechanical strengths such as tensile strength, elongation, and hardness also were mostly suited to Korea Standards. It was thought that the weakness of tensile strength of one sample(S-11) was, however, due to higher carbon contents(%) in CIPs. Pipe deterioration score of S-46 was 55.2 and was preferentially assessed to be rehabilitated.

• 한국작물학회지
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• 제31권2호
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• pp.143-149
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• 1986

담배종자의 생태를 깊게 이해하기 위한 기초자료를 얻고자 NC 2326을 공시하여 종자의 형성과정과 명, 암조건하에서의 발아과정을 관찰하고 몇가지 품종의 종자크기를 조사한 결과 다음과 같은 결과를 얻었다. 1. 종자의 발달은 개화후 7일경에 접합자의 세포분열이 시작되었고, 개화후 12일경에는 떡잎, 배축, 유근 등을 갖춘 최소한의 발아능력을 가진 종자로 형성되었다. 개화후 15일에는 발아율이 30％이하, 개화후 17일 및 21일까지는 발아율이 70%이상의 완전한 종자로 성숙하였다. 2. 종자의 입경은 0.3∼0.6mm 절위에 분포하였으며 품종간 크기의 차이를 보였다. 3. 담배종자는 광조건에서 분리흡수 2일째부터 유근이 신장하기 시작하여 3 일째부터 발아가 시작되었으며 암조건에서는 수분흡수 6일째까지 발아하지 않았다.

• Geomechanics and Engineering
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• 제31권3호
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• pp.237-248
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• 2022

Nowadays, more and more subway tunnels were planed and constructed underneath the ground of urban cities to relieve the congested traffic. Potential damage may occur in existing tunnel if the new tunnel is constructed too close. So far, previous studies mainly focused on the tunnel-tunnel interactions with circular shape. The difference between circular and horseshoe shaped tunnel in terms of deformation mechanism is not fully investigated. In this study, three-dimensional numerical parametric studies were carried out to explore the effect of different tunnel shapes on the complicated tunnel-tunnel interaction problem. Parameters considered include volume loss, tunnel stiffness and relative density. It is found that the value of volume loss play the most important role in the multi-tunnel interactions. For a typical condition in this study, the maximum invert settlement and gradient along longitudinal direction of horseshoe shaped tunnel was 50% and 96% larger than those in circular case, respectively. This is because of the larger vertical soil displacement underneath existing tunnel. Due to the discontinuous hoop axial stress in horseshoe shaped tunnel, significant shear stress was mobilized around the axillary angles. This resulted in substantial bending moment at the bottom plate and side walls of horseshoe shaped tunnel. Consequently, vertical elongation and horizontal compression in circular existing tunnel were 45% and 33% smaller than those in horseshoe case (at monitored section X/D = 0), which in latter case was mainly attributed to the bending induced deflection. The radial deformation stiffness of circular tunnel is more sensitive to the Young's modulus compared with horseshoe shaped tunnel. This is because of that circular tunnel resisted the radial deformation mainly by its hoop axial stress while horseshoe shaped tunnel do so mainly by its flexural rigidity. In addition, the reduction of soil stiffness beneath the circular tunnel was larger than that in horseshoe shaped tunnel at each level of relative density, indicating that large portion of tunneling effect were undertaken by the ground itself in circular tunnel case.

• 콘크리트학회지
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• 제11권2호
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• pp.187-196
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• 1999

지진다발 지역에서는 철근콘크리트 기둥의 단면을 합리적으로 구속함과 동시에 횡보강 띠철근의 세심한 배근등이 요구된다. 이러한 요구조건을 만족시키기 위한 보편적인 횡보강근 사용의 문제점으로는 높은 체적비(high volumetric ratio), 조밀한 간격(close spacings), 겹침(overlapping of hoops), 구부림(bends), 구부림 연장 (bend extensions), 시공상의 어려움과 콘크리트 타설상의 문제 등이다. 이러한 문제점을 해결하기 위한 한 방법으로는 요구되는 횡보강근의 체적비, 배역, 크기 등에 따라 이를 기조립, 용접하여 사용하는 것이다. 용접된 횡보강근의 사용은 겹침과 구부림, 구부림의 연장 등이 필요하지 않기 때문에 조립이 간편하고, 축방향 철근의 지지에 적합한 치수의 정확성과 재료를 절감시킬 수 있다. 더우기, 단면 내 횡보강 철근의 간격이 조밀해짐으로써, 코아 콘크리트 주변의 구속력을 균등히 분배시키게 되고, 이에 따라 코아 콘크리트의 거동을 향상시키는 결과를 얻을 수가 있다. 이에 본 연구에서는 이러한 용접 띠철근으로 보강된 철근콘크리트 기둥의 역학적 거동을 실험적으로 규명함과 동시에 철근콘크리트 기둥의 내진성능 향상을 위한 기초자료를 제공하고자 하였다. 그 결과 횡보강근의 강도와 연성에 영향을 미치지 않도록 용접됨과 동시에 충분한 신률을 가진다면, 용접된 격자형 횡보강근은 기둥의 띠철근으로써 사용가능한 것으로 판단된다. 특히, 용접된 격자형 횡보강근이 유효하게 거동하기 위하여는 1) 용접된 접합부위의 강도가 보강근의 모재강도 이상 2) 신률이 4% 이상이어야 할 필요가 있다.

• Journal of the Optical Society of Korea
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• 제13권1호
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• pp.8-14
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• 2009

In a laser-plasma wakefield accelerator, the ponderomotive force of an ultrashort high intensity laser pulse excites a longitudinal wave or plasma bubble in a way similar to the excitation of a wake wave behind a boat as it propagates on the water surface. Electric fields inside the plasma bubble can be several orders of magnitude higher than those available in conventional RF-based particle accelerator facilities which are limited by material breakdown. Therefore, if an electron bunch is properly phase-locked with the bubble's acceleration field, it can gain relativistic energies within an extremely short distance. Here, in the bubble regime we show the generation of stable and reproducible sub GeV, and GeV-class electron beams. Supported by three-dimensional particle-in-cell simulations, our experimental results show the highest acceleration gradients produced so far. Simulations suggested that the plasma bubble elongation should be minimized in order to achieve higher electron beam energies.