• 한국토양비료학회지
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• 제14권3호
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• pp.163-168
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• 1981

농작물(農作物)에 대(對)한 불화수소(弗化水素)가스의 피해(被害)를 경감(輕減)시키기 위(爲)하여 피해경감제(被害輕減劑)로서 소석회(消石灰) 규회석(硅灰石)을 토양(土壤)에 증시(增施)하여 수도(水稻)를 재배(裁培)하고 $0.05g/m^3$ 및 $0.10g/m^3$의 불화수소(弗化水素)가스를 1시간(時間)씩 접촉(接觸)한후(后) 수량감소정도(收量減少程度), 피해엽율(被害葉率), 식물체중(植物體中)의 불소함량(弗素含量) 및 규산함량(珪酸含量)을 조사(調査)한 결과(結果)는 다음과 같다. 1. 소석회(消石灰) 및 규회석시용량(硅灰石施用量)에 따른 불화수소(弗化水素)가스에 의(依)한 피해경감효과(被害輕減效果)는 석회(石灰) 중화량(中和量)+150kg/10a이 가장 좋았고, 규회석(硅灰石)은 150kg/10a 시용(施用)이 가장 효과(效果)가 좋았다. 2. 식물체중(植物體中) 불소함량(弗素含量)과 피해엽율(被害葉率)이 증가(增加)함에 따라 피해(被害)가 증가(增加)되었다. 3. 가스접촉(接觸) 식물체중(植物體中) 불소함량(弗素含量)이 많았던 구(區)에서 수확기(收穫期) 식물체중(植物體中) 규산함량(珪酸含量)이 많았다. 4. 시용량(施用量) 증가(增加)에 따라서 토양중(土壤中) 가용성(可溶性) 규산함량(珪酸含量)이 增加하였고 식물체중(植物體中) 규산함량(珪酸含量)도 증가(增加)하는 경향(傾向)이었다.

• 한국지반환경공학회 논문집
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• 제21권12호
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• pp.29-34
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• 2020

보강토옹벽은 1970년대 프랑스에서 개발되어 국내에는 1990년대에 본격적으로 적용되기 시작하였다. 그리고, 현재는 1,300여개의 보강토옹벽이 고속도로 성토, 교량 접속부 등을 지탱하고 있다. 보강토옹벽 시공 기술은 나날이 발전하여 최근에는 보강토옹벽 자체를 교대구물화 하는 보강토교대를 개발하고 시범 도입할 정도가 되었다. 하지만, 고속도로 곳곳에 시공된 보강토옹벽에는 다양한 손상이 꾸준히 발생되고 있다. 이에 대한 원인은 설계, 시공, 유지관리 단계에서의 소소한 결함들로 분석이 되었다. 이에 대한 해결 방안은 개별 공정 하나 하나에 대한 중요성 인지하는 인식 변화이지만, 이는 하루아침에 형성되지 않는다. 본 연구에서는 고속도로 보강토옹벽 도입 30년을 맞이하여, 지금까지 보강토옹벽에서 발생된 손상 사례를 분석하여 유형화 하고, 이에 대한 대책을 제시하고자 하였다. 그 결과, 보강토옹벽에 발생하는 손상을 10가지 유형으로 나누었고, 각각에 대한 설계, 시공, 유지관리 단계에서의 원인과 대책을 도출하였다.

• 한국의류학회지
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• 제12권3호
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• pp.383-390
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• 1988

To investigate the soil-redeposition and color change on dry-cleaning, the white and, dyed, fabrics of cotton, silk, polyester and viscose rayon were put into ordinary commercial dry-cleaning machine with soiled cloths. The solvents used were hydrocarben, perchloroethylene and fluorocarbon. From the result, we obtained the following conclusions by examining soil-redeposition, color difference of fabrics and tenacity of cotton fabric. 1. In case of white fabrics, as a whole, perchloroethylene shows the lowest soil redeposition. When distillation process is adopted, the rate of soil redeposition is lowered. with hydrocarbon sdvent. The order of soil redeposition rate of fibers are following; cotton> viscose rayon> silk> polyester. 2. In case of dyed fabrics, the color difference between soil redeposited fabrics and originals ($\delta\;E_1$) is similar with white fabrics in pattern, and the order is cotton, viscose rayon, silk and polyester. The color difference between fabrics, treated by pure solvents and originals ($\delta\;E_2$ ) is also validated as a little. It seems to be due to the bleeding of dyestuffs from fabrics. 3. There is a little change of tenacity of cotton fabrics by dry-cleaning with perchloroethylene solvent. It is supposed that the damage is more influenced the repetitive mechanical action during dry-cleaning than by acidity of the solvent having the acid value of 0,14.

• 한국토양비료학회지
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• 제50권4호
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• pp.203-214
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• 2017

Environmental toxicity due to cadmium (Cd) pollution in croplands causes critical problems worldwide. Rice (Oryza sativa L.) is an important crop in Asia, including South Korea, and numerous studies have evaluated the relationship between Cd and antioxidants to alleviate Cd uptake from the soil into plants. However, information about the relationship between phosphorus (P) and antioxidants in rice seedlings is still limited with regard to Cd phytotoxicity. We therefore investigated the physiological responses of rice (Oryza sativa L. cv 'Dongjin') seedlings to Cd toxicity and the effect of P application on reactive oxygen species (ROS) and antioxidant changes. The exposure of rice seedlings to $30{\mu}M$ Cd inhibited plant growth; increased the contents of superoxide, hydrogen peroxide, and malondialdehyde; and induced Cd uptake by the roots and leaves. Application of P to Cd-exposed seedlings decreased Cd-induced oxidative stress by enhancing the capacity of ascorbate (AsA) production and ROS-scavenging, and decreased Cd transfer from the roots to the leaves. These results suggest that P application alleviated Cd-induced growth inhibition and oxidative damage by restricting Cd translocation from the roots to the leaves and maintaining sufficient levels of AsA.

• Structural Engineering and Mechanics
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• 제31권1호
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• pp.75-91
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• 2009

It is known that retaining walls were severely damaged as well in the most recent earthquakes having occurred in the countries in the active seismic belts of the world. This damage can be ascribed to the calculation methods used for the designs of retaining walls in the event of their constructions and employment having been accurately carried out. Generally simplified pseudo-static methods are used in the analysis of retaining walls with analytical methods and soil-structure interaction are not considered. In view of these circumstances, in this article by taking soil interaction into consideration, linear and nonlinear behaviours of retaining walls are analyzed with the assistance of LUSAS which is one of the structural analysis programs. This investigations are carried out per LUSAS which employs the finite element method as to the Erzincan (1992) Earthquake North-South component and the obtained findings are compared with the ones obtained from the method suggested in Eurocode-8, which is still effective today, and Mononobe-Okabe method. Not only do the obtained results indicate the distribution and magnitude of soil pressures are depend on the filling soil but on the foundation soil as well and nonlinear effects should be considered in designs of these walls.

• Geomechanics and Engineering
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• 제23권4호
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• pp.365-379
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• 2020

One of the leading causes for the damage of various underground structures during an earthquake is soil liquefaction, and among this liquefaction-induced uplift of these structures is a major concern. In this study, finite-difference modelling is carried out to study the liquefaction-induced uplift of an underground structure of 5 m diameter (D) with and without the replacement of the in-situ fine sand around the structure with the coarse sand. Soil replacements are carried out by three methods: replacement of soil above the structure, around the structure, and below the structure. The soil behaviour is represented using the elastic-perfectly plastic Mohr-Coulomb model, where the pore pressures were computed using Finn-Byrne formulation. The predicted pore pressure and uplift of the structure due to sinusoidal input motion were validated with the centrifuge tests reported in the literature. Based on numerical studies, an empirical equation is developed for the determination of liquefaction-induced maximum uplift of the underground structure without replacement of the in-situ sand. It is found that the replacement of soil around the structure with 2D width and spacing of D can reduce the maximum uplift by 50%.

• 한국습지학회지
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• 제17권1호
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• pp.45-52
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• 2015

구미의 화학약품 제조업체 휴브글로브에서 불산 유출사고가 발생하고 약 1년 후인 2013년 8월 초 사고 발생 현장 주변에 성립한 식생 피해에 대한 조사를 통해 다음과 같은 결과를 얻었다. 소나무와 스트로브잣나무는 매우 심한 피해, 은행나무, 상수리나무, 리기다소나무, 왕버들, 무궁화 및 배롱나무는 심한 피해, 굴참나무, 참싸리 및 참억새는 중간수준의 피해 그리고 갈참나무, 청미래덩굴, 새, 아까시나무 및 오동은 가벼운 피해를 나타내었다. 우리는 피해 현장 주변에서 피해를 입지 않은 어떤 식물도 발견하지 못하였다. 이러한 결과는 불소가 대기, 토양 및 물에 오랫동안 남아 생태계의 모든 수준에 걸쳐 부정적인 영향을 미친다고 알려졌듯이 이 지역에서 지난 해 발생한 불소피해가 여전히 지속되고 있다는 것을 의미한다. 한편, 여천공업단지에서 조사된 결과에 의하면, 식물 잎에 포함된 불소 농도는 비료공장으로부터 거리에 따라 달라졌고 식생 피해는 그 농도에 비례하는 경향이었다. 이런 점에서 불산 유출사고 현장 주변 생태계에 잔존하는 불소의 제거 및 해독 대책이 시급히 요청되고 있다. 불소를 불활성화 시킬 수 있는 칼슘과 마그네슘을 함유하고 있는 돌로마이트의 시비가 그 피해를 완화시킬 수 있는 복원계획의 하나로 준비되었다. 그밖에 토양개량 효과를 증진시키기 위해 인산염 비료 시비가 복원계획으로 추가되었다. 나아가 우리는 불소피해를 완화시키기 위한 두 번째 대책으로 내성종의 도입을 추천하였다. 불소가스 피해로 고사된 나무들을 대체하여 새로운 숲을 만들기 위한 내성종으로 우리는 갈참나무를 추천하였고, 그 숲이 안정된 내부 환경을 확보하기 위한 망토군락을 이룰 식물 종으로는 청미래덩굴과 새를 추천하였다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.473-480
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• 2006

Liquefaction of soil foundation is one of the major seismic damage types of infrastructures. In this paper, deterministic and probabilistic approaches for the evaluation of liquefaction potential are briefly summarized and the risk assessment method is newly proposed using seismic fragility and seismic hazard curves. Currently the deterministic approach is widely used to evaluate the liquefaction potential in Korea. However, the there are a certain degree of uncertainties in the soil properties such as elastic modulus and resistant capacity, therefore the probabilistic approach is more promising. Two types of probabilistic approach are introduced including (1) failure probability for a given design earthquake and (2) the seismic risk of liquefaction of soil for a given service life. The results from different methods show a similar trend, and the liquefaction potential can be more quantitatively evaluated using risk analysis method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.845-862
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• 2009

Recently, Tunnel in soil has been designed frequently because Mountain Tunnel has been increased rapidly due to straight of horizontal curve and residents' complaints, tunnel portal has been planned at closed to surface for minimization of environmental damage. To excavate tunnel in soil, where displacement and crushing occur in tunnel face and crown because of unstable ground condition, appropriate reinforcement method needed. On this paper, through design and construction of the soil tunnel, consider application of reinforcement method, economical efficiency and stability.

• Geomechanics and Engineering
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• 제21권6호
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• pp.527-536
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• 2020

An elastic-plastic solution for cavity expansion problem considering strength degradation, undrained condition and initial anisotropic in-situ stress is established based on the Tresca yield criterion and cavity expansion theory. Assumptions of large-strain for plastic region and small-strain for elastic region are adopted, respectively. The initial in-situ stress state of natural soil mass may be anisotropic caused by consolidation history, and the strength degradation of soil mass is caused by structural damage of soil mass in the process of loading analysis (cavity expansion process). Finally, the published solutions are conducted to verify the suitability of this elastic-plastic solution, and the parametric studies are investigated in order to the significance of this study for in-situ soil test.