• Journal of the Korea Concrete Institute
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• v.18 no.5 s.95
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• pp.695-702
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• 2006

The stress distribution and the critical stresses in concrete pavements were analyzed using formulations in the transformed field domains when dual-wheel single-, tandem-, and tridem-axle loads were applied. First the accuracy of the transformed field domain analysis results was verified by comparing with the finite element analysis results. Then, the stress distribution along the longitudinal and transverse directions was investigated, and the effects of slab thickness, concrete elastic modulus, and foundation stiffness on the stress distribution were studied. The effect of the tire contact pressure related to the tire print area was also studied, and the location of the critical stress occurrence in concrete pavements was finally investigated. From this study, it was found that the critical concrete stress due to multi-axle loads became larger as the concrete elastic modulus increased, the slab thickness increased, and the foundation stiffness decreased. The number of axles did not tend to affect the critical stress ratio except for a small foundation stiffness value with which the critical stress ratio became significantly larger as the number of axles increased. The critical stress location in the transverse direction tended to move into the interior as the tire contact pressure increased, the concrete elastic modulus increased, the slab thickness increased, and the foundation stiffness decreased. The critical stress location in the longitudinal direction was under the axle for single- and tandem-axle loads, but for tridem-axle loads, it tended to move under the middle axle from the outer axles as the concrete elastic modulus and/or slab thickness increased and the foundation stiffness decreased.

• Food preservation and processing industry
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• v.3 no.1
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• pp.68-80
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• 2004

매실을 다양하게 이용하고 부가가치를 높이며 매실의 품질저하 방지 및 이용성 증대를 도모하기 위하여 실시된 지금까지의 매실의 가공, 저장 및 포장 방법에 대한 것을 조사하였다. 매실의 저온저장 시청매실은 $0\~1^{\circ}C$의 저온보다도 $5\~8^{\circ}C$에서 저온 장해가 발생하기가 쉽다고 보고되었다. 이러한 장해를 방지하기 위하여 수확직후에 $0^{\circ}C$정도의 냉수로 급속히 청매실의 품온을 저하시키면 $5\~8^{\circ}C$의 저장에서도 저온장해가 경감되고 추숙도 억제한다고 한다. 상온 CA저장 조건 하에서 청매실의 선도를 유지하기 하는데 대량으로 발생하는 에틸렌의 제거와 저산소($2\%$ 하한), 고이산화탄소($8\%$)의 가스조성이 효과적이라고 보고되었다. 청매실의 저장 중 선도유지를 위하여 청매실을 저밀도폴리에틸렌(LDPE 20${\mu}m$) 필름 봉투에 포장하여 에틸렌 제거제를 넣고 $20^{\circ}C$에 저장한 결과, 에틸렌생성량은 낮은 수준으로 유지되었고 연화에 의한 품질저하가 현저히 억제된는 것을 볼 수 있다. 그리고 MA포장(LDPE 30${\mu}m+$에틸렌제거제)에서도 청매실의 녹색유지 효과가 탁월하였고 이산화탄소 농도가 높을수록 황화가 억제된 것이 연구에 의하여 밝혀졌다. 포장재의 두께를 달리할 때 청매실의 선도유지 효과도 서로 다르게 나타난다고 보고되었다. 청매실을 두께가 다른 필름에 포장, $25^{\circ}C$에서 8일간 저장한 매실은 LDPE 20, 30 필름에 포장한 것이 저장 8일에도 녹색을 그대로 유지한 것을 보아 선도유지 효과가 있음을 알 수 있다. 그리고 중량감소은 LDPE 30, 40이 적게 나타났고 장해정도는 LDPE 20, 30 적게 나타났다. 청매실의 저장 중 선도유지가 가장 양호한 LDPE 30 포장재에 청매실과 함께 탄산가스흡수제, 에틸렌제거제를 각각 또는 혼합첨가하고 밀봉한 후 $25^{\circ}C$에서 10일간 저장한 매실은 에틸렌제거제 첨가한 것이 녹색유지효과와 선도유지효과가 좋았으며 매실의 장해발생도 가장 낮은 것으로 보고되었다. 매실을 이용하여 제조되는 가공식품으로는 매실주, 매실차, 매실 Fruit leather, 매실절임, 고추장장아찌, 매실식초, 매실잼, 매실김치 등이 있다. 앞으로 매실의 이용을 증진시키고 소비를 더욱 촉진시키기 위해서는 매실의 생리학적특성을 이해하여 더욱 효과적인 저장 및 포장방법을 개발하고 생리활성을 이용한 새로운 매실제품의 개발에 대한 연구가 뒤따라야 할 것이다.

• Journal of the Korean GEO-environmental Society
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• v.3 no.1
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• pp.57-66
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• 2002

Generally, the California Bearing Ratio(CBR) for the material of subgrade is estimated without considering the anti-frost layer into the subgrade layer when pavements are designed. A pavement structure is determined according to the CBR. However, recently the design method taking the anti-frost layer into the subgrade layer is getting prevail. It makes the top of the subgrade layer strengthen and the thickness of the road pavement structure decreased. By the way, some confusion may be caused because theoretically the general equation for the mean CBR to combine the material of the subgrade layer and anti-frost layer have not been developed well. In this paper, laboratory and field CBR tests were performed to estimate of the mean CBR for the subgrade layer including the anti-frost layer. From the basis of the test results, modified equation which is calculating the mean CBR of the subgrade layer has been proposed. Finally, economical efficiency was considered by comparing the pavement thickness with the road pavement design using CBR of the subgrade layer alone and the road pavement design using the mean CBR including the anti-frost layer.

• Food Science and Preservation
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• v.6 no.3
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• pp.281-285
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• 1999

Physical and chemical changes of black rice cake were investigated to determine its packaging material during storage. Black rice cake was packaged with polyethylene(PE) or polypropylene(PP) film and stored in RH 65% at 20$^{\circ}C$ for 5 months. There were no differences between PP and PE films for color, hardness and rancidity during storage, while weight change and water activity were slightly different between two films. Weight and water activity of black rice cakes packaged with PE or PP were increased during storage. Weight change and water activity of PE were slightly higher than those of PP. In conclusion, quality changes of black rice cake packaged with flexible packaging materials were little different between PP and PE during storage.

• International Journal of Highway Engineering
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• v.9 no.3
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• pp.135-143
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• 2007

The pavement system constructed by tieing a number of precast concrete slabs employing prestressing techniques is called the precast prestressed concrete pavement. The behavior of this type of pavement system under post-tensioning was analyzed using a finite element model. First, the optimal number of anchors was determined by investigating the distribution of compressive stresses in the pavement system due to post-tensioning. Then, the effects of the parameters such as the horizontal resistance of underlying layers, the pavement length, the slab thickness, and the bearing area of the anchorage on the distribution of compressive stresses were analyzed. The horizontal resistance of underlying layers induced the loss of compressive stresses, and the loss increased in the middle of the pavement. As the pavement length increased or the slab thickness decreased, the stress loss due to the horizontal resistance of underlying layers became larger. However, the bearing area of the anchorage where the compressive forces were applied did not much affect the distribution of compressive stresses.

• International Journal of Highway Engineering
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• v.6 no.4 s.22
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• pp.55-63
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• 2004

It is necessary to use the pavement condition index which evaluates the conditions of pavement objectively and is utilized for effective pavement management. PSI, MCI, UPCI are currently used indices, however, they do not play a role as general indices due to their unfair considerations only for users or managers. Thus, this paper pointed out the problems of current indices and developed a new pavement condition index. Also, a sensitivity analysis on the material properties was conducted for the proposed index using the real data obtained from fields. The material properties affected the index in order of surface thickness, asphalt viscosity and asphalt content.

• Food Science and Preservation
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• v.6 no.4
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• pp.357-364
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• 1999

Modified atmosphere packaging(MAP) technology was applied to ‘Tsugaru’apple (Malus domestica Borkh) in order to extend the shelf-life of apples during distribution. ‘Tsugaru’apples were packed with the PE film of 40 $\mu\textrm{m}$ thickness(40LD), the PE film modified by the addition of 5% (w/w) zeolite (40CK), and the PE film bags containing the ethylene absorbent (40LP). Quality indices of ‘Tsugaru’apples during storage at 10$^{\circ}C$ were measured in terms of weight loss, soluble solids content, pH, titratable acidity, flesh firmness, peel color and sensory properties. Oxygen, carbon dioxide and ethylene concentration in the film bags changed rapidly at the early stage of storage. Weight loss of the control increased up to 3.0% after 60 days storage while those of the packed apples remained less than 0.6%. No significant differences in soluble solids content and titratable acidity could be found in all the treatments, but significant differences in pH between the control and the packed apples. Higher firmness was kept in 40LD and 40LD than other treatments during storage. Color of the peel changed rapidly in control but slowly in 40LD and 40LP. ‘Tsugaru’apples Packed with Packaging films showed a good visual and sensory quality. Results suggest that packaging treatment with LDPE of 40 $\mu\textrm{m}$ thickness and ethylene absorbent can be used for extending the shelf-life of ‘Tsugaru’apples during distribution.

• International Journal of Highway Engineering
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• v.12 no.3
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• pp.121-129
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• 2010

The purpose of this study is to present the resonable guideline of asphalt concrete pavements in apartment complex. To achieve this purpose was performed review of domestic and foreign guidelines, investigation of main distresses of asphalt concrete pavement, and structural analysis for the investigated cross-sections of the pavements in apartment complex. According to results of structural analysis, this study presented the standard cross-section of the pavement with subbase of 20cm, asphalt base of 5cm, and surface of 5cm in apartment complex. In urban areas, traffic is generally opened after asphalt base course is placed because of civil complaint by dust. Surface course is placed after all of work are completed. Considering these conditions, this study also presented the standard cross-section of the pavement with subbase of 20cm, asphalt base of 7cm, and surface of 5cm for urban areas that expect civil complaints by dust.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.38 no.1
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• pp.113-119
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• 2018

An extensive effort is actively being made to implement permeable pavement systems in urban or residential areas of South Korea in order to achieve efficient water circulation system based on low impact development (LID) design concept. This study aims to establish the design factors and procedure for permeable asphalt pavements structural design. Based on the review of previous studies, the 1993 AASHTO design method is found to be adequate for permeable pavements structural design. In this study, the design program based on 1993 AASHTO design procedure in conjunction with domestic roadway design standards was developed to accommodate the characteristics of permeable asphalt pavements. Primary design parameters such as structural layer coefficients of permeable materials were successfully quantified based on literature reviews and parallel analyses. Comparable design thicknesses were obtained between the developed permeable pavement design (PPD) program and Korea pavement research program (KPRP) under different levels of traffic and subgrade load bearing capacity.

• 한국도로학회:학술대회논문집
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• 2002.10a
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• pp.287-294
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• 2002