• Economic and Environmental Geology
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• v.54 no.2
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• pp.271-283
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• 2021

The Imjingang Belt in the middle-western Korean Peninsula has tectonically been correlated with the Permo-Triassic Qinling-Dabie-Sulu collisional belt between the North and South China cratons in terms of collisional tectonics. Within the belt, crustal-scale extensional ductile shear zones that were interpreted to be formed during collapsing stage with thrusts and folds were reported as evidence of collisional events by previous studies. In this study, we tried to understand the nature of deformation along the southern boundary of the belt in the Munsan area based on the interpretations of recently conducted structural analyses. To figure out the realistic geometry of the study area, the down-plunge projection was carried out based on the geometric relationships between structural elements from the detailed field investigation. We also conducted kinematic interpretations based on the observed shear sense indicators from the outcrops and the oriented thin-sections made from the mylonite samples. The prominent structures of the Munsan area are the regional-scale ENE-WSW striking thrust and the N-S trending map-scale folds, both in its hanging wall and footwall areas. Shear sense indicators suggest both eastward and westward vergence, showing opposite directions on each limb of the map-scale folds in the Munsan area. In addition, observed deformed microstructures from the biotite gneiss and the metasyenite of the Munsan area suggest that their deformation conditions are corresponding to the typical mid-crustal plastic deformation of the quartzofeldspathic metamorphic rocks. These microstructural results combined with the macro-scale structural interpretations suggest that the shear zones preserved in the Munsan area is mostly related to the development of the N-S trending map-scale folds that might be formed by flexural folding rather than the previously reported E-W trending crustal-scale extensional ductile shear zone by Permo-Triassic collision. These detailed examinations of the structures preserved in the Imjingang Belt can further contribute to solving the tectonic enigma of the Korean collisional orogen.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.15 no.4
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• pp.239-247
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• 2015

Recently, various research studies on frontal collision and rear-ender which occur more frequently compared to others are underway as the public interest on them is growing. This study analyzes scientifically the relationship between effective impact speed and injury incidence for vehicle crash accident reconstruction and presents a relevant model formula. Because real vehicle experiments have certain limitations such as possible injuries, this study efforts to collect and analyze as many materials as possible to substitute real vehicle experiments, including data from various collision tests and human experiments. As a result, this study present a threshold in which head-on collisions and rear impacts do not cause injuries under 7 km/h of effective impact speed, and suggests a model formula showing that injury extent is linearly proportional to effective impact speed through collision speed and amount of plastic deformation. In conclusion, a model formula for estimating effective impact speed and injury incidence newly proposed in this study is expected to be used as a minimum standard of judgment in disputes on the injury extent of passenger in head-on collisions and rear impacts. Furthermore its availability in terms of technological analysis in legal arguments is expected to be very high if this study will be enhanced by referring to scientific analyses of various real accidents so as to apply it in various types of collision accidents.

• Proceedings of the Korean Vacuum Society Conference
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• 2011.08a
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• pp.314-315
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• 2011

최근에 $Eu^{3+}$ 이온이 첨가된 적색 형광체에 대한 연구가 활발히 진행되고 있다. 현재 상업적으로 이용 가능한 적색 형광체와 비교하여 $GdVO_4$를 모체로 갖는 적색 형광체는 우수한 열적 안정성과 광학적 특성을 나타낸다. 본 연구에서는 고효율의 적색 형광체를 개발하기 위하여 고상 반응법을 사용하여 $Gd_{1-x}VO_4$ : $Eu_x^{3+}$ 형광체를 합성하였다. $Gd_{1-x}VO_4$ : $Eu_x^{3+}$ 형광체 분말 시료는 활성체인 $Eu^{3+}$의 함량을 0, 0.05, 0.10, 0.15, 0.20 mol로 변화시키며, 초기 물질 $Gd_2O_3$ (99.99%), $H_3BO_3$ (99.99%), $Eu_2O_3$ (99.9%)를 화학 적량으로 준비하였다. 분말은 볼밀과 건조 작업을 거친 후, 500$^{\circ}C$ 전기로에서 5시간 동안 하소 공정, 1,100$^{\circ}C$에서 6시간 동안 소성시켰다. 합성된 형광체 분말의 XRD 측정한 결과에 의하면, $Eu^{3+}$의 함량비에 관계없이 모든 분말 시료들에서 주 피크는 24.7$^{\circ}$와 33.2$^{\circ}$에 최대값을 갖는 (200)와 (112)면의 회절 신호들이 관측되었고, 상대적으로 약한 회절 세기를 갖는 (101), (211), (301), (103), (312)와 (420)면의 회절 신호들은 각각 18.6$^{\circ}$, 31.1$^{\circ}$, 40.1$^{\circ}$, 44.6$^{\circ}$, 49.2$^{\circ}$와 57.1$^{\circ}$에서 나타났다(Fig. 1). 이결과를 JCPDS(86-0996)와 비교함으로써, 합성된 형광체 분말의 결정 구조는 정방정계임을 확인할 수 있었다. $Eu^{3+}$의 함량비가 0.05 mol에서 0.15 mol로 증가함에 따라 주 피크인 (200)면의 회절 신호의 세기는 증가한 반면, 0.20 mol에서는 급격하게 감소하였으며, 이 경우에 반치폭의 크기는 0.16$^{\circ}$이었다. 결정 입자의 크기를 결정하기 위하여 (200)면의 회절 피크에 대한 정보를 잘 알려진 Scherrer의 식에 대입하여 계산한 결과, $Eu^{3+}$의 함량비가 0 mol인 경우에, 평균 크기는 48 nm이었다. $Eu^{3+}$ 함량비를 증가함에 따라 결정 입자의 크기도 비례하여 증가하였으며, 0.15 mol에서 최대값을 나타내었으나, 농도 억제 효과로 인하여 0.20 mol 에서는 현저히 감소하였다. 표면 형상의 변화를 관측한 SEM 측정 결과에 의하면, $Eu^{3+}$의 함량비가 0 mol에서 0.15 mol로 증가함에 따라 결정 입자의 모양은 사다리꼴 형태에서 모서리가 둥글게 깎인 구형으로 변형되는 것을 관측할 수 있었으며 평균 크기는 500 nm이었다(Fig. 2). $Eu^{3+}$의 함량이 0.20 mol인 경우에 결정 입자의 형상은 더욱 구형에 접근하였으나, 평균 크기는 최소값을 나타내었다. 실험 결과로부터, 적절한 함량비를 갖는 $Eu^{3+}$ 이온을 첨가함으로써 적색 형광체 $Gd_{1-x}VO_4$ : $Eu^{3+}$ 분말의 결정 크기와 발광 세기를 제어할 수 있음을 제안한다.

• Geotechnical Engineering
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• v.13 no.1
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• pp.35-46
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• 1997

The isotropic single-hardening constitutive model has been applied to predict the behavior of soils during reorientation of principal stresses in the field. The predicted response by the model agrees well with the measured behavior for a series of torsion shear tests performed on hollow cylinder specimens of Ko consoildated clay along various stress -paths. This indicates that the soil behavior during reorientation of principal stresses can be predicted by using the model with application of simple informations given by isotropic compression tests and conventional consolidated-undxained triaxial compression tests. Isotropic elasto-plastic soil behavior has been served during primary loading from both the torsion shear tests and the predictions by the model. However, the directions of maj or principal strain increment given by the model have not coincided with the directions for tests during stress reversal, such as unloading and reloading, within isotropic yield surface for Ko consolidated stress. This indicates that kinematic hardening model instead of isotropic hardening model should be developed to predict the soil behavior during stress reversal. The experimental strain increment vectors in the work-space have been compared with the directions expected for associated and nonassociated flow rules.