• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.473-485
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• 2010

Lightweight materials using in-situ clay soil contain large amounts of fine grain and cement for increasing the strength, lighter weight to increase liquidity for the foam and the bulk of the material is conducted by the water. Domestic cases, Light weight soil to improve cementation and lightness using demountable mixing device is defined Smartsoil. Typical features are their self-leveling, self-compaction, folwability. By adjusting the amount of cement, the strength can be controlled artificially. And re-excavation is easy. In this paper, pre-loading method using the road due to the displacement of adjacent structures under construction as an alternative SmartSoil introduces the design and construction practices. Is to discuss and improve.

• Computers and Concrete
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• 제14권5호
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• pp.547-561
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• 2014

Artificial neural networks (ANN) has been proven to be able to predict the compressive strength and elastic modulus of recycled aggregate concrete (RAC) made with recycled aggregates (RAs) from different sources. However, ANN is itself like a black box and the output from the model cannot generate an exact mathematical model that can be used for detailed analysis. So in this study, sensitivity analysis is conducted to further examine the influence of each selected factor on the output value of the models. This is not only conducive to the determination and selection of the more important factors affecting the results, but also can provide guidance for researchers in adjusting mix proportions appropriately when designing RAC based on the variation of these factors.

• 한국진공학회지
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• 제7권s1호
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• pp.30-36
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• 1998

The plasma-spray technique is currently the most frequently used method to produce calcium phosphate coatings. Hydroxyapatite(HAp), one form of calcium phosphate, is preferred by its ability to form a direct bond with living bone, resulting in improvements of implant fixation and faster bone healing. Recently, concerns have been raised regarding the viable use and long-term stability of plasma-spray HAp coatings due to its nature of comparatively thick, porous, and poor bonding strength to metal implants. Thin layers (maximum of few microns) of calcium phosphate were formed by an e-beam evaporation with and without ion bombardments. The Ca/P ration of film was controlled by either using the evaporants having the different ration of Ca/P with addition of CaO, or adjusting the ion beam assist current. The Ca/P ration had great effects on the structure formation after heat treatment and the dissolution bahavior. The calcium phosphate films produced by IBAD exhibited high adhesion strength.

• Annals of Rehabilitation Medicine
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• 제42권6호
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• pp.822-832
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• 2018

Objective To determine the socio-demographic, psychologic, hematologic, or other relevant factors associated with hand grip strength in Korean farmers. Methods A total of 528 healthy Korean farmers were enrolled. Hand grip strength was measured in both hands using a hydraulic dynamometer. Socio-demographic characteristics were assessed and anthropometric measurements were obtained. Psycho-cognitive measurements such as sleep quality (Pittsburgh Sleep Quality Index) and Go/No-Go test response time were conducted. In addition to physical measurements, serologic parameters including insulin-like growth factor 1 were measured. The factors associated with hand grip strength were analyzed using multiple linear regression analysis after adjusting for age, height, and weight. Results The mean hand grip strength was associated with the Pittsburgh Sleep Quality Index total score (${\beta}=-0.12$, p=0.01), the Go/No-Go test response time (${\beta}=-0.18$, p=0.001), vitamin D (${\beta}=0.12$, p=0.02), and insulin-like growth factor 1 levels (${\beta}=0.1$, p=0.045). In female farmers, hand grip strength was only associated with the Pittsburgh Sleep Quality Index total score (${\beta}=-0.32$, p<0.001). Conclusion The results of this study demonstrate that hand grip strength was associated with sleep quality and attention in Korean farmers.

• Geomechanics and Engineering
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• 제28권6호
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• pp.599-611
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• 2022

Tendon reinforced cemented soil is applied extensively in foundation stabilisation and improvement, especially in areas with soft clay. To solve the deterioration problem led by steel corrosion, the glass fiber-reinforced polymer (GFRP) tendon is introduced to substitute the traditional steel tendon. The interface bond strength between the cemented soil matrix and GFRP tendon demonstrates the outstanding mechanical property of this composite. However, the lack of research between the influence factors and bond strength hinders the application. To evaluate these factors, back propagation neural network (BPNN) is applied to predict the relationship between them and bond strength. Since adjusting BPNN parameters is time-consuming and laborious, the particle swarm optimisation (PSO) algorithm is proposed. This study evaluated the influence of water content, cement content, curing time, and slip distance on the bond performance of GFRP tendon-reinforced cemented soils (GTRCS). The results showed that the ultimate and residual bond strengths were both in positive proportion to cement content and negative to water content. The sample cured for 28 days with 30% water content and 50% cement content had the largest ultimate strength (3879.40 kPa). The PSO-BPNN model was tuned with 3 neurons in the input layer, 10 in the hidden layer, and 1 in the output layer. It showed outstanding performance on a large database comprising 405 testing results. Its higher correlation coefficient (0.908) and lower root-mean-square error (239.11 kPa) were obtained compared to multiple linear regression (MLR) and logistic regression (LR). In addition, a sensitivity analysis was applied to acquire the ranking of the input variables. The results illustrated that the cement content performed the strongest influence on bond strength, followed by the water content and slip displacement.

• Geomechanics and Engineering
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• 제12권5호
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• pp.803-813
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• 2017

This study discussed the possible optimization of enzyme-mediated calcite precipitation (EMCP) as a soil-improvement technique. Magnesium chloride was added to the injection solution to delay the reaction rate and to improve the homogenous distribution of precipitated minerals within soil sample. Soil specimens were prepared in 1-m PVC cylinders and treated with the obtained solutions composed of urease, urea, calcium, and magnesium chloride, and the mineral distribution within the sand specimens was examined. The effects of the precipitated minerals on the mechanical and hydraulic properties were evaluated by unconfined compressive strength (UCS) and permeability tests, respectively. The addition of magnesium was found to be effective in delaying the reaction rate by more than one hour. The uniform distribution of the precipitated minerals within a 1-m sand column was obtained when 0.1 mol/L and 0.4 mol/L of magnesium and calcium, respectively, were injected. The strength increased gradually as the mineral content was further increased. The permeability test results showed that the hydraulic conductivity was approximately constant in the presence of a 6% mineral mass. Thus, it was revealed that it is possible to control the strength of treated sand by adjusting the amount of precipitated minerals.

• 한국산업융합학회 논문집
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• 제27권1호
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• pp.39-46
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• 2024

As the development of hydrogen vehicles has accelerated in recent years, it is necessary to develop a storage tank for hydrogen fueling stations capable of high-pressure charging, and for this purpose, a new system with a compressor-embedded refueling tank is required. In this study, the parametric study of shape design based on strength performance evaluation was carried out to find the optimal shape design of bellows, the core component of compressor-embedded refueling tank for a newly developed hydrogen refueling station capable of high-pressure charging above 1,000 bar. The design factors for parametric study were contour shape and radius of bellows, and the performance factors were the maximum stress and the gap distance in the contact direction. In the shape design of the compressor bellows for hydrogen refueling station considered in this study, it was found that adjusting the contour radius is an appropriate design method to improve the compression performance and structural safety.

• 한국강구조학회 논문집
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• 제25권1호
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• pp.61-70
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• 2013

인장구조물의 하중을 지지하는 인장재 사이에서 한쪽은 왼나사, 다른 쪽은 오른나사로 구성되어 장력을 조절하는 장치가 턴버클이다. 인장재의 종류 및 연결 형태에 따라 다양한 종류가 존재하지만, 보편적으로 사용되는 기존의 턴버클은 장력을 측정할 수 없는 단점을 지니고 있다. 이에 장력조절의 기능과 함께 장력측정도 가능한 측정용 턴버클을 개발하였다. 본 논문에서는 기 개발된 측정용 턴버클의 비선형해석을 통한 극한강도와 측정 신뢰성을 확인하고자 한다. 기 개발된 100kN, 200kN, 300kN급 측정한계하중을 가지는 턴버클의 극한강도를 살펴보면, 측정한계하중의 5배 이상의 극한강도를 나타내었다. 추가로 300kN 이상의 고장력을 측정하기 위한 턴버클 개발을 위하여 검토한 결과 턴버클의 경사부가 휨과 인장에 저항하기 때문에 크기가 거대해지는 경향이 나타났다. 이에 300kN급 턴버클을 병렬연결하여 설치를 하면 600kN까지 측정할 수 있을 것이라는 발상에서 병렬연결장치를 구상하여 실험을 실시하였고, 그 가능성을 실험결과로부터 확인할 수 있었다. 또한 실험적인 인장구조물을 설치하여 개발된 턴버클이 외기에 노출되었을 시에 초기 하중의 변화 및 부식의 정도를 살펴보았다.

• 한국방사선학회논문지
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• 제16권3호
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• pp.203-209
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• 2022

전산화단층촬영장치 (Computed Tomography, CT)의 화질을 유지하면서 방사선량을 낮추기 위한 대표적인 방법 중에 하나는 모델기반 반복 재구성법 (Model-Based Iterative Reconstruction, MBIR)을 사용하는 것이다. 본 연구에서는 MBIR의 대표적인 모델로 잘 알려진 고급 모델 반복 재구성법 (Advanced Modeled Iterative Reconstruction, ADMIRE)의 강도를 조절하여 영상의 화질을 평가하고자 하였다. 연구는 팬텀을 사용하여 수행되었고, ADMIRE의 강도를 1에서부터 5까지 1 단위로 조절하면서 CT 영상을 획득하였다. 정량적 평가는 변동 계수 (coefficient of variation, COV)와 대조도 대 잡음비 (contrast to noise ratio, CNR)를 활용한 노이즈 레벨과 natural image quality evaluator (NIQE)와 blind/referenceless image spatial quality evaluator (BRISQUE)의 블라인드 품질 평가를 수행하였다. 결과적으로 노이즈 레벨 및 블라인드 품질 평가 결과에서 모두 ADMIRE의 강도가 높아질수록 우수한 결과가 도출되었다. 특히, COV와 CNR은 ADMIRE 1에 비하여 5에서 각각 1.89 및 1.75배 향상됨을 확인하였고, NIQE와 BRISQUE는 재구성 강도 1에 비하여 5에서 각각 1.35 및 1.22배 향상됨이 증명되었다. 결론적으로 ADMIRE의 재구성 강도는 CT 영상의 노이즈 레벨 및 전체적인 화질 평가에 큰 영향을 끼친다는 것을 증명하였다.

• 한국건설순환자원학회논문집
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• 제5권3호
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• pp.78-83
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• 2010

본 연구에서는 SBFC의 기본 성능을 분석하고, 페이스트 및 모르터에서의 공학적 특성을 검토하여, 향후 경제적인 조강콘크리트 개발을 위한 방안으로 활용하고자 하였다. 실험결과 SBFC의 우수한 조기강도 발현 성능을 확인 할 수 있었고, 유동성을 고려했을 때 OPC와 SBFC와의 적정 혼입율을 도출하여 사용하는 것이 바람직 할 것으로 판단된다.