• 한국지반공학회지:지반
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• 제14권5호
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• pp.173-180
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• 1998

본 논문은 연약한 기초지반위의 토목섬유 보강제방의 2차원 안정해석을 위한 설계도표를 제시한다. 반복계산을 수행하기 위하여 보강제방의 요구되어지는 안전율에 필요한 보강재의 인장력을 산정하는 프로그램이 개발되었으며, 이 프로그램은 여러개의 토층과 토질로 이루어진 상황에도 사용될 수 있다. 도식화된 단면에 대하여 많은 계산결과들이 만들어 졌으며, 그 결과들로서 설계도 I를 만들었으며, 정적인 경우와 지진하중을 고려할 경우에도 적용시킬 수 있다. 예비설계단계에서 이러한 도표들을 이용하여 보강제방에 대한 비교적 정확한 보강재의 인장력을 근사적으로 구할 수 있으며, 실시설계단계에서는 개발된 프로그램에 의하여 정확한 결과를 산정할 수 있다.

• 한국염색가공학회지
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• 제27권4호
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• pp.309-317
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• 2015

This study is the high contraction processing conditions set by the method of the CPB process. And the ultimate goal of this study is the high contraction of the CPB processing test method that can solve the problems of the high-contraction fabric processing method of the current jet dyeing machine. Non-coating process(CPB process) developed by the expression of a soft touch, light weight, functional and to develop excellent breathable nylon fabric. The nylon fabrics established the optimum processing conditions through the high contraction of the various test conditions, the CPB system.(The benzyl alcohol was used as the main constrictor.) At this time, the warp and weft contraction of nylon fabric was about 20%. And it established the constrictor concentration, the treatment temperature, time of a variety of tests. Also non-coating process(CPB process) can develop soft touch, lightweight, excellent air permeability. As a result, we developed a high contraction nylon fabric having a uniform surface. Manufactured fabric is used for Wind-proof and Down-proof.

• Journal of Biosystems Engineering
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• 제26권4호
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• pp.337-354
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• 2001

This study was conducted in order to develop a Chinese cabbage harvester attachable to tractors. For designing Chinese cabbage harvester in which laboratory and field tests were conducted with to determine feasible values design factors. To adopt the various sizer of C-cabbages, U-type soft rubber band was attached to the chain conveyor with an angle. Required torque of the conveyor axle was about 206-210kgf$.$cm. And the required peripheral speed of the disk cutter was 6.54m/s or more to have a clean session in root cutting. Three different harvest method were tested. The best harvesting method with minimum pulling force and damage was disk cutting flying just above the soil surface were the cut chinese cabbages are transferring to the holding conveyor attached soft rubber lug in prompt. Theoretical speed ratio of the tractor travel and feed of a chain conveyor was 1:1.2 with the attaching angle of 30 degree and 1:1.1 with the angle of 20 degree. Actual field experiment showed the speed ratio of 1:1.5 was the best because of the slip effect.

• 한국농공학회지
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• 제39권1호
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• pp.112-121
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• 1997

The aim of this study was to analyze the slope stability relating to the failure of cut slopes and the characteristics of stress-strain relations obtained by limit equilibrium method, finite element method, and stereographic projection method for the reinforced cut slopes. The following conclusions were made : 1.To use stereographic projection method led to little possibility to take the toppling and wedge failure while to use the other methods led to the failure. It was recommended to reduce the slope inclination from 1:1 to 1: 1.5~1 :1.8 and adopt coir mesh method to protect the slope surface. position with the horizontal displacement after final excavation moved to the excavation base. The maximum shear strain values concentrated at the excavation base indicated the possibility to induce the local failure. 3. It was recommended that the slope inclination for blast rock with the slope height larger than l0m was 1: 0.5, 1:1, and 1: 1~1 :1.5 for hard rocks, soft and ordinary rocks, and ripping and soils, respectively. 4. Berm width criteria for blast rock with the slope height larger than l0m were recommended as follow : 2~3m per 20m slope height for hard rocks, 1 ~2m per l0m slope height for soft and ordinary rocks, 1 ~ l.5m per 5m slope height for ripping and soils.

• 대한정형외과 초음파학회지
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• 제1권2호
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• pp.94-111
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• 2008

전통적으로 슬관절 질병은 주로 방사선 촬영과 자기 공명 영상에 근거하여 진단과 치료를 하고 있다. 그러나 방사선 진단은 골 내부의 변화에는 좋은 영상을 가져다 주지만 연부 조직의 영상은 잘 볼 수 없는 단점이 있고 외래 진료실에서 실시간으로 할 수 없는 단점이 있다. 또 자기 공명 영상은 고가이고 역시 실시간으로 볼 수 없으며 정적인 정보만 제공한다. 초음파는 동적인 영상을 실시간으로 외래 진료실에서 즉시 볼 수 있고 비용이 저렴하며 동적 영상을 제공하고 연조직 영상을 잘 보여준다. 슬관절에서는 연조직 및 골 표면의 변화까지 관찰이 가능하므로 진단에 중요한 역할을 한다. 이 글에서는 정상적인 구조물의 초음파 영상과 병적 소견을 방사선 또는 자기 공명 영상 소견과 연계하여 소개하고 그 용도의 개략적인 것들을 설명하였다.

• 전기학회논문지
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• 제58권2호
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• pp.278-284
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• 2009

The global force and interaction body force density were evaluated in permanent magnets by using the virtual air-gap scheme incorporating the finite-element method. Until now, the virtual air-gap concept has been successfully applied to calculate a contact force and a body force density in soft magnetic materials. These force calculating methods have been called as generalized methods such as the generalized magnetic charge force density method, the generalized magnetizing current force density method, and the generalized Kelvin force density method. For permanent magnets, however, there have been few research works on a contact force and a force density field. Unlike the conventional force calculating methods resulting in surface force densities, the generalized methods are novel methods of evaluating body force density. These generalized methods yield the actual total force, but their distributions have an irregularity, which seems to be random distributions of body force density. Inside permanent magnets, however, a smooth pattern was obtained in the interaction body force density, which represents the interacting force field among magnetic materials. To evaluate the interaction body force density, the intrinsic force density should be withdrawn from the total force density. Several analysis models with permanent magnets were tested to verify the proposed methods evaluating the interaction body force density and the contact force, in which the permanent magnet contacts with a soft magnetic material.

• 한국항만학회지
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• 제14권4호
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• pp.463-473
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• 2000

Reinforcement with geotextiles have been used in the foundation soil to enhance the resistance of embankments to avoid failure through excessive deformation or shear in the foundation. It is improtant to know the amount of the strain and the displacement of buried geotextiles for the verification of the reinforcement behaviour. Full scale trial constructions were performed to check the deformational characteristics of the polyester(PET) mat which was used for the embankment reinforcement. Many instrumentation equipments including surface settlement plates, profile gauges and inclinometer casings were installed to observe the behaviour of the soft ground due to the soil embankment. 60 electrical resistance strain gauges and 9 vibrating wire LVDTs were installed 세 measure the deformation of the polyester mat. Results of various tests and geotextile, waterproofing and protection from the hazard environments were introduced. The proposed instrumentation method was effective for the monitoring or the geotextile behaviour. The direct attachment of electrical resistance strain gauges on the gertextile mat was able to measure small changes of the strain of geotextiles. At the end of the 5 month monitoring, 54 of 60 (93%) strain gauges and 7 of 9 (78%) displacement transducers survived all perils of the compaction impacts and the humidity. And the tensile strain of grotextiles increased as the ground displacement became larger. Though the observed strain of mats under the 3m high embankment load was less than 1%, the magnitudes of the strain according to the mat spreading method were different from each other.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.905-917
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• 2008

Road or Railway construction over soft ground is needed to be considered on secondary consolidation which will be caused differential settlement, lack of transport serviceability, higher maintenance cost. Especially for the railway construction in the second phase of Gyung-Bu or Ho-Nam high speed railway, concrete slab track has been adapted as a safe and cost effective geotechnical solution. In this case controlling the total settlement under the tolerance is essential. And pile supported geogrid reinforced construction method is suggested as a solution for the problem of the traditional method on soft soil treatments. Pile supported geogrid reinforced construction method consists of piles that are designed to transfer the load of the embankment through the compressible soil layer to a firm foundation. The load from the embankment must be effectively transferred to the piles to prevent punching of the piles through the embankment fill creating differential settlement at the surface of the embankment. The arrangement of the piles can create soil arching to carry the load of embankment to the piles. In order to minimize the number of piles geogrid reinforced pile supported construction method is being used on a regular basis. This method consists of one or more layers of geogrid reinforcement placed between the top of the piles and the bottom of the embankment. This paper presents several methods of pile supported geogrid reinforced construction and calculation results from the several methods and comparison of them.

• 대한화상학회지
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• 제23권2호
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• pp.60-63
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• 2020

A 72-year-old man with diabetes, who underwent moxibustion, developed a foot wound but did not receive proper treatment. Examination showed a soft tissue defect (6×6 cm) on the dorsal aspect of the right foot with involvement of the first and second toes along with some phalangeal bone loss. The wound was treated with a skin graft and healed without complications. The right calf showed a raw surface (4×3 cm), which underwent epithelialization after conservative treatment. We observed four focal necrotic lesions (1.5×1.5 cm) on the right lower leg and anterior chest, which served as indicators of moxibustion, and debridement and primary closure were performed. Moxibustion is increasingly used as a therapeutic option; however, statistical data describing its adverse effects are limited. Moxibustion significantly increases skin temperature and can cause burn injuries. It is important to prevent moxibustion-induced adverse effects and avoid severe complications, particularly in patients with diabetes.

• 한국동물위생학회지
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• 제46권4호
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• pp.357-362
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• 2023

A 7-year-old male Yorkshire Terrier dog was present to an animal clinic and a large soft mass was found in the spleen by radiological examination, and total splenorectomy was performed. Grossly, a large protruded splenic mass was soft to moderately firm and multilobulated. On the cut surface, the mass was off-white to tan, dark red, and rust colored with many cavitation and had gelatinous areas. Histologically, the tumor cells were characterized by coexistence of the primitive mesenchymal tissues and mature or immature cartilage tissues. Primitive mesenchymal areas were composed of round/oval or spindle shaped immature cells with high mitosis. The tumor cells of the cartilage areas were located in basophilic cartilaginous matrix. Intercellular matrix in the cartilaginous areas was stained blue with Masson's trichrome and deep blue with alcian blue, respectively. Immunohistochemically, the cartilaginous tumor cells demonstrated positive reactions for vimentin and S-100, and surrounding mesenchymal tumor cells are immunopositive for vimentin. This case was diagnosed as splenic extraskeletal mesenchymal chondrosarcoma of a Yorkshire Terrier dog, a toy breed.