• The Research Journal of the Costume Culture
• /
• v.21 no.2
• /
• pp.183-194
• /
• 2013

In recent years, intense cold spells caused by climate change have encouraged an increasing number of people to wear a variety of padded jackets. In this context, this paper aims to address the production of padded jackets in casual brands and to develop basic patterns for well-fitted padded jackets targeted toward women in their 20s. The study centered on the production of padded jackets from 13 apparel companies. In addition, three sample jackets were created with 3oz. fill in the body and 2oz. fill in the sleeves, and they were subjected to a wearing test to determine their movement functionality. The research findings were as follows. Woven jackets constituted 53.4% of the winter jackets produced by casual brands; padded jackets accounted for 25.3%, leather jackets 12.6%, and other jackets 8.7%. Thus, data showed that padded jackets accounted for a considerable proportion of overall winter jacket production. Based on the wearing test results, the basic measurements of a padded jacket for women in their 20s were as follows: bust girth of B/4+3cm front length and B/4+3.5cm back length; waist girth of W/4+3.1 cm front length and W/4+1.9cm back length; and hip girth of H/4+3.3cm front length and H/4+2.8cm back length. The jacket length was set at 62.8cm, with a 63.8cm sleeve length. This study concluded that providing padded jacket manufacturers with basic pattern designs for a well-fitted jacket is expected to boost the efficiency of pattern design processes and the production of padded jackets.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2006.03a
• /
• pp.777-783
• /
• 2006

The coarse grained materials are used in various construction field such as express way back fill, Dam etc. Especially, for dam construction, a huge mount of rock fill materials are needed, so around domestic stony mountains are generally developed to produce materials. Not an accurate theory, but design criteria is based on empirical factors that were constructed in advance for design of dam especially Concrete Face Rockfill Dam(CFRD). Considering the post facts, the modified design criteria are essential in the future with more theoretical and experimental ways. In this study, large scale direct shear tests are performed with various relative density conditions on coarse grained material of Yecheon area to compare test results and general CFRD design factors.

• Journal of Powder Materials
• /
• v.16 no.5
• /
• pp.305-309
• /
• 2009

The effect of light scattering layers (400 nm, TiO$_2$ particle) of 4 $\mu$m thickness on the dye-sensitized solar cell has been investigated with a 12 $\mu$m thickness of photo-anode (20 nm, TiO$_2$ particle). Two different structures of scattering layers (separated and back) were applied to investigate the light transmitting behaviors and solar cell properties. The light transmittance and cell efficiency significantly improved with inserting scattering layers. The back scattering layer structure had more effective transmitting behavior, but separated scattering layer (center: 2 $\mu$m, back: 2 $\mu$m) structure (9.83% of efficiency) showing higher efficiency (0.6%), short circuit current density (0.26 mA/cm$^2$) and fill factor (0.02). The inserting separating two scattering layers improved the light harvesting, and relatively thin back scattering layer (2 $\mu$m of thickness) minimized interruption of ion diffusion in liquid electrolyte.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.11 no.5
• /
• pp.1799-1804
• /
• 2010

In regard to fill loading structures such as bridge abutments and retaining walls on soft ground, the soft ground undergoes excessive deformation, which causes the lateral movement of the ground, resulting in increased risk of much damage. In this study, a centrifuge model test was conducted to check the possibility of lateral movement of a bridge abutment during back filling in a field, and a numerical analysis considering the lateral movement of the bridge abutment under the influence of the counterweight fill method applied during construction was carried out by using MIDAS/GTS as the FEM(Finite Element Method) program. The results of this study showed that the lateral movement of the abutment can exceed the allowable lateral movement value(15mm), and that the counterweight fill method was effective for the stability of the lateral movement.

• Journal of Acupuncture Research
• /
• v.28 no.2
• /
• pp.1-11
• /
• 2011

Objectives : The aim is to comprehend the difference of moxibustion used according to applied body parts (knee pain, neck pain, back pain) to oriental doctors running clinic in Seoul. Methods : A sampling of 288 oriental doctors running clinic in Seoul was done and the doctors were asked to fill out 20 questions by interviewing directly from Nov. 23. 2009 to Jan. 9. 2010. Results : The result shows that moxibustion was used for knee pain and back pain more than neck pain. The type of moxibustion mostly used was sticker moxibustion for all three symptoms. Burn marks were left mostly in knee and back pain. Most large volume of moxa was used to back pain. More than half of the oriental doctors used 1-3 acupoints for one procedure and on average 2-3 sessions was done. Patients with knee pain and back pain had more than 4 sessions compared to neck pain. Treatments were mostly done 3 times a week, and as for total treatment period, it took less than 1 week for acute symptom, and it took more than 1 week and less than 5 weeks for chronic symptom. Conclusions : This research shows that the method of moxibustion used differs according to the area of treatment(knee pain, neck pain, back pain) by survey of oriental doctors through direct interviews.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2010.02a
• /
• pp.280-280
• /
• 2010

태양전지의 효율을 증가시키는 방법에는 표면 패시베이션, 접촉면적의 가변, back contact의 두께 가변 등이 있다. 특히, back contact 두께의 가변을 통하여 open circuit voltage의 감소를 최소화 할 수 있을 것이라고 전망 되고 있다. open circuit voltage 은 회로가 개방된 상태로, 무한대의 임피던스가 걸린 상태에서 빛을 받았을 때 태양전지의 양단에 전위차가 형성된다. 본 연구에서는 back contact 두께 가변에 따른, open circuit voltage의 변화를 확인하고 분석하는 것에 그 일차적인 초점을 두었다. 또한, open circuit voltage 뿐만 아니라, short circuit current density, fill factor, series resistance 등의 분석을 하였으며, efficiency를 계산하여 back contact 두께의 가변에 따른 소자 특성의 변화 분석을 통하여 최적화된 back contact위 두께를 연구하였다. 접촉면적에 따른 소자의 성능 변화는 후면 $SiN_X$ 70nm가 open circuit voltage를 15mV ~ 20mV 감소시키는 것을 확인 할 수 있었다. 그 이유는 $SiN_X$가 너무 두꺼우면 BSF 덜 형성되기 때문이다. 최종적으로 $SiN_X$ 두께를 얇게하면 open circuit voltage 의 감소를 최소화 할 수 있을 것이라는 판단을 할 수 있다. 이에, back contact인 $SiN_X$ 두께 가변에 따른 open circuit voltage의 변화를 확인하였다. $SiN_X$ 두께가 증가함에 따라, Positive charges 와 Hydrogen 함유량이 증가하며, 이에 BSF 두께 감소하였다. 또한, $SiN_X$ 두께가 감소함에 따라 Doping barrier로서 역할을 못하게 되어 후면에 n+층 형성되어 open circuit voltage가 급격히 하락하였다. 본 연구에서는 back contact인 $SiN_X$ 두께를 10nm, 30nm, 50nm, 80nm 로 가변하며 실험을 진행하였다.

• Journal of The Korean Society of Integrative Medicine
• /
• v.10 no.3
• /
• pp.37-52
• /
• 2022

Purpose : The purpose of this meta-analysis was to evaluate the effects of electrical stimulation on patients with non-specific low back pain. Methods : Domestic databases were gathered from studies that conducted clinical trials associated with electrical stimulation and its impact on pain of non-specific low back patients. A total of 681 studies were identified, with 12 studies satisfying the inclusion data. The studies consisted of patient, intervention, comparison, outcome, and study design (PICO-SD). The search outcomes were items associated with low back pain. Cochrane risk of bias 2 (RoB 2) was used to evaluate the quality of 12 randomized controlled trials. Effect sizes (Hedges's g) in this study were computed as the corrected standard mean difference (SMD). A random-effect model was used to analyze the effect size because of the high heterogeneity among the studies. Egger's regression and 'trim-and-fill' tests were carried out to analyze the publication bias. Cumulative meta-analysis and sensitivity analysis were conducted to analyze the effect according to the sample size and the consistency of the effect size. Results : The following factors had a large overall effect size (Hedges's g=1.28, 95 % CI=.20~2.36) involving electrical stimulation on non-specific low back pain. The subgroup analysis all showed a statistical difference in the types of study design, electrical stimulation, and assessment tool. No statistically significant difference was found in the meta-regression analysis. Publican bias was found in the data. Conclusion : The findings in this study indicate that electrical stimulation interventions have a positive effect on patients with non-specific low back pain. However, due to the low quality of studies and publication bias, the results of our study should be interpreted cautiously.

• Journal of the Korea Institute of Building Construction
• /
• v.12 no.5
• /
• pp.510-517
• /
• 2012

This study evaluated the recycling potential of in-site waste soil as pile back filling material (PBFM). We performed experiments to check workability, segregation resistance, bond strength, direct shear stress test, and dynamic load test using in-site waste soil in coastal areas. We found that PBFM showed better performance than general cement paste in terms of workability, segregation resistance, and bond strength. On the other hand, the structural performance of PBFM was slightly lower than that of general cement paste due to the skin friction force of pile by Pile Driving Analyzer and direct shear stress. However, because this type of performance degradation in terms of structure can be improved through the use of piles with larger diameter or by changing the type of pile, considering the economics and environment, we considered that recycling of PBFM has sufficient value.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.32 no.1C
• /
• pp.1-6
• /
• 2012

In this study, field tests were performed to evaluate the stability of pre-insulated pipe during the compaction operation and to recommend an alternative backfill material. Three types of natural sand (fine-grained and medium-grained, coarse-grained sand), crushed sand and two types of gravel (10 mm, 20 mm) were used as backfill material in the field tests. Field tests were performed to determine the behavior (earth-pressure and deformation, installation damage) of the pre-insulated pipe due to variation of different types of backfill material. Based on the evaluation and comparison of field test results, it was determined that crushed sand is the most suitable back-fill material that can be used as an alternative for medium grained sand for pre-insulated pipes with respect to the engineering behavior and material supply.

• Tunnel and Underground Space
• /
• v.13 no.2
• /
• pp.125-137
• /
• 2003

Field measurements were carried out in this study to investigate the behavior of cut and cover tunnel such as the distribution and the magnitude of the earth pressure during back fill process. Three kinds of measuring instruments, such as the earth pressure load cell, the concrete strain gauge and the reinforcing bar meter of embedded type in concrete structure were installed and measured. Earth pressure load cells measured the outside forces acting on the tunnel lining with radial directions. Three load cells were installed at the crown, the right and the left shoulder of the tunnel, respectively. Three sets of reinforcing bar meter were installed in the double reinforcements of the tunnel lining and their locations were the same with the position of the earth pressure load cells. Concrete strain gauge was installed only one site of the upper compressive part at the tunnel crown. Based on the measurements, the deformation and the earth pressure acting on the tunnel lining were investigated with the back fill process. Considerations on the validity of the field measurements were paid.