• Geomechanics and Engineering
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• 제34권2호
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• pp.115-124
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• 2023

By conducting three-dimensional simulation with consideration of small-strain characteristics of soil stiffness, the effects of excavation geometry and tunnel cover to diameter ratio on deformation mechanisms of an existing tunnel located either at a side of basement or directly underneath the basement were systematically studied. Field measurements were used to verify the numerical model and model parameters. For basement excavated at a side of an existing tunnel, the maximum settlement and horizontal displacement of the tunnel are always observed at the tunnel springline closer to basement and tunnel crown, respectively, regardless of basement geometry. By increasing basement length and width by five times, the maximum movements of tunnel located at the side of basement and directly underneath the basement increase by 450% and 186%, respectively. Obviously, tunnel movements are more sensitive to basement length rather than basement width. For basement excavated at a side of an existing tunnel, tunnel movements at basement centerline become stable when basement length reaches 10 H_e (i.e., final excavation depth). Moreover, tunnel heaves due to overlying basement excavation become stable when the normalized basement length (L/H_e) is larger than 8.0. As tunnel cover to diameter ratio varies from 2.5 to 3.0, the maximum heave and tensile strain of tunnel due to overlying basement excavation decrease by up to 41.0% and 44.5%, respectively. If basement length is less than 8 H_e, the assumption of plane strain condition of basement-tunnel interaction grossly overestimates tunnel movements, and ignores tensile strain of tunnel along its longitudinal direction. Thus, three-dimensional numerical analyses are required to obtain a reasonable estimation of tunnel responses due to adjacent and overlying basement excavations in clay.

• Geomechanics and Engineering
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• 제30권6호
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• pp.565-577
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• 2022

In this study, a series of three-dimensional numerical parametric study was conducted to investigate deformation mechanisms of an existing box culvert due to an adjacent multi-propped basement excavation in clays. Field measurements from an excavation case history are first used to calibrate a baseline Hardening Soil Small Strain (HS-small) model, which is subsequently adopted for parametric study. Results indicate that the basement-box culvert interaction along the basement centerline can be considered as a plane strain condition when the length of excavation (L) reaches 14 H_e (i.e., final excavation depth). If a plane strain condition (i.e., L/H_e=12.0) is assumed for analyzing the basement-box culvert interaction of a short excavation (i.e., L/H_e=2.0), the maximum settlement and horizontal movement of the box culvert are overestimated significantly by up to 15.7 and 5.1 times, respectively. It is also found that the deformation of box culvert can be greatly affected by the basement excavation if the distance between the box culvert and retaining wall is less than 1.5 H_e. The induced deformation in the box culvert can be dramatically reduced by improving the ground inside the excavation or implementing other precautionary measures. For example, by adding jet grouting columns within the basement and installing an isolation wall behind the retaining structures, the maximum settlements of box culvert are shown to reduce by 37.2% and 13.4%, respectively.

• 한국석유지질학회지
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• 제1권1호
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• pp.37-46
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• 1993

한국근해 제 6광구내의 탄성파탐사 단면도에 대한 이차원의 중력 및 자력모델을 연구했다. 각 단층면에 대하여 사용된 모든 지층의 기하학적 형태를 보여주는 긴 모델과 중요한 부분을 확대한 모델을 작성했다. 이 모델연구 결과는 다음과 같은 사항들을 지시한다. (1) 보다 깊은 기반암까지의 심도는 탄성파탐사 단층면에서 보여주는 깊이보다 약간 깊은 것 같고, (2) 중기 마이오세 지층(모델에서 최심부층)은 무시못할 양의 화산물질을 포함하고 있는 것 같고, (3) 최하심층(중기 마이오세)에 포함된 두터운 화산암 물질 때문에 본 연구지역내에서 기반암의 상부면까지의 깊이를 정의하거나 결정하기가 어렵고, (4) 중기 마이오세 동안의 광범위하게 있었을 화산활동 때문에 본 연구지역은 탄화수소(석유 또는 천연가스)가 생성 또는 집적됐을 유망지역이 될 수 없다고 판단된다. 본 연구지역에서 가장 깊은 기반암까지의 깊이는 해수면에서 약 $4{\cal}km$이다.

• Applied Microscopy
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• 제15권2호
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• pp.89-97
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• 1985

The ultrastructure of the trachea of the compound eye in adult cabbage butterfly, Pieris rapae L., was studied. Trachea under the basement membrane is divided into tracheoles of the ommatidia which blanched 4 tracheoles during 2 divisions. Tracheoles of the ommatidia originated from one tracheolar cell and its nuclear is located under the basement membrane and its cytoplasm enveloped the retinular cell and the retinular pigment cell. The modified structure of tracheoles is located at the first division area of the ommatidia and its size is $8{\mu}mX4.5{\mu}m$. And the length of its taenidium is $0.1{\sim}0.6{\mu}m$, diameter $0.15{\mu}m$, and interval $0.3{\mu}m$.

• Geomechanics and Engineering
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• 제34권1호
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• pp.87-102
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• 2023

The cover plate and the building loads often make the semi-covered deep excavations with existing buildings bearing asymmetric load, presenting different deformation characteristics with normal excavations, which is not absolutely clear in current studies. Based on a typical engineering, the building storeys, the basement storeys, the pile length, the existence of the cover plate (CP) and the depth of the diaphragm walls (DW) were selected as variables, and 44 groups of simulation were designed to study the influence of existing buildings and the semi-covered supporting system on the deformation of the excavations. The results showed that the maximum lateral displacement of DW, δ_hm, and the depth of δ_hm, H_m, are affected seriously by the building storeys and the basement storeys. Asymmetric structures and loading lead to certain lateral displacement of DW at the beginning of excavation, resulting in different relationships between δ_hm and excavation depth, H. The maximum surface settlement outside the pit, δ_vm, increases significantly and the location, d_m, moves away from the pit with the building storeys increases. δ_vm has a quadratic correlation with H due to the existing buildings. CP and building load will affect the style of the lateral displacement curve of DW seriously in different aspects.

• 한국응용곤충학회지
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• 제34권3호
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• pp.266-277
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• 1995

벼멸구는 촉각 기부의 등쪽으로 알모양의 24ㅐ의 겹눈을 가지고 있다. 벼멸구의 겹눈은 각각의 단안이 분리되어 있고, 각각의 낱눈이 단지 그들의 각막렌즈를 통해서만이 빛을 받는 연립상 겹눈이다. 각각의 낱눈은 큐티클성 각막렌즈와 그 안쪽에 수정체가 자리잡고 있다. 망막세포는 수정체 바로 아래쪽에 자리하며, 이들은 중심축쪽으로 감간소체들이 밀집결합되어 감간체를 형성한다. 감간체는 수정체 말단부분에서 시작되어 기저막에 까지 다달으며, 그 길이는 약 110~120${\mu}m$ 정도이다. 수정체는 4개로 구성된 한쌍의 1차색소세포에 의하여 둘러 쌓여 있으며 이것은 또한 부속색소세포에 의하여 둘러 쌓여 있다. 수정체의 기저부위는 망막세포에 의하여 일부가 둘러 쌓여 있고 망막세포의 내벽에서 발생한 감간소체들로 구성된 감간체와 닿아있다. 낱눈의 상층부분은 7개의 망막세포로 구성되어 있으나 3/4부분에서 8번째의 망막세포가 자리잡고 있다. 중앙부위에 위치하고 있는 감간체는 미세용 모들로 구성된 감간소체들로 구성되어 있는데, 이들 미세융모의 단면도는 6각형의 모양을 가지고 있다. 색소세포는 수정체를 감싸고 있는 1차색소세포, 기저막까지 닿아 있는 부속색소세포, 기저막 부위의 기저막색소세포 등 3가지의 색소세포들이 있다.

• Animal cells and systems
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• 제3권4호
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• pp.407-412
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• 1999

The influence of eating habits and food type on the ultrastructural characteristics of the digestive tracts was studied under the scanning and transmission electron microscopes in two crustacean decapods (Hemigrapsus penicillatus De Haan; mud crab, Pinnotheres cyclinus Shen; symbiotic crab). The relative ratio of the length of midgut versus hindgut was 1:1 in the mud crab, but 4:1 in the symbiotic crab. Observation through the scanning electron microscope revealed that the midguts of both species have densely-arranged longitudinal mucosal folds with a smooth surface. In the hindgut of the mud crab, mucosal folds were longitudinally oriented, clusters of two to five spines were observed on the cuticular surface, and the length of the spine in the distal hindgut was longer than that in the proximal portion. In the symbiotic crab, the mucosal folds were irregulary arranged, and numerous rudimentary spinal structures were noted on the cuticular surface. Through observation of a transmission electron microscope, the epithelial cells of the midgut in both species had numerous microvilli, but the length of the microvilli was slightly longer in the mud crab than in the symbiotic crab. The central layer of the basement membrane and the muscular layer of the midgut were more developed in the mud crab than in the symbiotic crab. The thickness of the cuticular layer over the hindgut surface in the mud crab was about 4 times than that of the symbiotic crab.

• 한국건축시공학회지
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• 제13권3호
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• pp.291-305
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• 2013

This paper presents the continuous hoop reinforcement method as a means to overcome the difficulty of rebar construction due to the seismic detail of lateral reinforcement. Because the continuous hoop has no seismic hook, and there is less interference during the rebar work, rebar quantities and construction time can be reduced. Since the details of column and beam continuous hoops are different from those of conventional lateral reinforcements, the construction method should be developed through mock-up tests. The length of the beam mock-up is 8m and the section size is $500mm{\times}700mm$, the height of the column mock-up is 2.8m and 4m, and the section size is $800{\times}800mm$. The length and the size are determined based on the elements that are generally used in reinforced concrete basement parking lots and office buildings. The results of the mock-up test showed that the quantities of rebar could be reduced by 20% and the time could be reduced by up to 40% compared with conventional lateral reinforcements.

• 한국건축시공학회지
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• 제10권4호
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• pp.123-132
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• 2010

Rebar work accounts for approximately 30% of the total construction costs for rebars and concrete. Recently, the high rising prices of rebars have become one of the principle factors of rising construction costs. Therefore, construction companies are putting much effort into loss reduction of rebars. Consequently, in this study, we wished to present loss reduction methods of rebars before the preparation of the placing drawings. To devise such methods, we collected previous case studies and analyzed methods that were applied for loss reduction. As a result of the analysis, we were able to find the following methods for loss reduction of rebars: method of reducing the number of splices at the mat foundation, method of reducing splice length at the internal columns or walls of the underground parking lot, method of reducing cap-ties of internal beams of basement floors excluding perimeter beams, and method of reducing anchorage length at the internal column or wall of the underground parking lot. Based on those analysis results, we presented our own loss reduction methods of rebars. Applying our methods resulted in considerable loss reduction.

• 벤처창업연구
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• 제9권6호
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• pp.145-152
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• 2014

본 연구에서는 우리나라 의료기기 기업에서 이용 가능한 생체 저항 분석법의 유용성을 비만뿐만 아니라 심혈관질환의 위험성을 예측하고 관리 가능한지를 파악하기 위해 혈액검사와 비교하여 분석하였다. 특히 BIA 측정치 중 인체부위별 겉둘레와 지방두께와의 상관관계를 분석하였다. 본 연구에서는 우리나라 의료기기 산업에 있어 BIA의 활용과 진단을 기반으로 효율적인 관리와 평가를 위해 이용 가능하도록 제안하는데 목적이 있다.