• The Journal of Engineering Geology
• /
• v.27 no.1
• /
• pp.41-49
• /
• 2017

In this study, we tried to confirm the influence range in the ground due to Bulbed, Reinforcement change and ground conditions change through numerical analysis. By checking the increase width of the reinforcement effect accompanying the increase of Bulbed, grasping the trend accompanying the change of the ground conditions and deciding soil nail Reinforcement and Bulbed, so that economical construction will be carried out It can be judged that it can be utilized as basic material. In this paper, we analyzed the Displacement due to positional load of reinforcement by utilizing MIDAS GTS NX which is a universal numerical analysis program. In addition, it is necessary to ensure the diameter star economy of Bulbed size and Reinforcement by comparing / analyzing whether the Bulbed relaxation region of Reinforcement represents arbitrary characteristics in the ground in Sandy soil, Weathered granite soil ground due to soil nail pullout load Numerical analysis was conducted to select criteria that can be done.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2010.03a
• /
• pp.832-839
• /
• 2010

The pulse discharge anchor is a method to increase the capacity of anchors using electric discharge geotechnical technologies, which is also known as pulse discharge and electric-spark technologies. The pulse discharge anchor has bulbed bond length that is expanded by high voltage electrokinetic pulse energy. 24 anchors were installed in the weathered soil and sandy clay at the Geotechnical Experimentation Site at Sungkyunkwan University in Suwon, Korea and attached strain gauge at 10 anchors. The numerical predictions by Beam-Column analysis were compared with observed measurements in a field load test.

• Journal of the Korean Geotechnical Society
• /
• v.25 no.7
• /
• pp.5-10
• /
• 2009

The ground anchor is not usually used in soft clay and loose sand, because the pullout resistance of anchors can not be guaranteed. However, there is a method to increase the capacity of anchors using electric discharge geotechnical technologies, which are also known as pulse discharge and electric-spark technologies. The pulse-discharge anchor has a bulbed (or underreamed) bond length that is expanded by high voltage electrokinetic pulse energy. 24 anchors were installed in the weathered soil and sandy clay at the Geotechnical Experimentation Site at Sungkyunkwan University in Suwon, Korea. In this study, in order to define a relation between expansion rate of the anchor diameter and ultimate load, anchor load tests were carried out in accordance with testing procedures by AASHTO (AASHTO 1990) and FHWA (Weatheb 1998). And then several anchors were exhumed to measure the diameter of the pulse discharge anchors.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2008.10a
• /
• pp.984-991
• /
• 2008

In this study, to evaluate the slope and tunnel stabilization method using pc cable with bulbed. To estimate the application of tunnel support using field tests and numerical analysis results. The reinforcement effects of slope stabilization method reinforced by PC cables were estimated compared with conventional soil nail system that reinforce the slope using rebar.

• Journal of Embryo Transfer
• /
• v.19 no.2
• /
• pp.147-153
• /
• 2004

본 실험에서는 수술적 방법을 이용하여 난관 절제술을 실시한 성숙 난자의 회수율과 카데터를 이용한 난자 회수율 그리고 새롭게 고안된 개 난자 회수용 니들을 이용한 회수율을 비교하였으며, 각각의 회수 방법이 성숙난자의 외형에 미치는 영향을 조사한 결과는 12두에서 난관절제술로 채취한 성숙난자의 회수율은 89.7% 이었다. 수술적 회수방법에서는 본 연구실에서 개발한 난자 회수용 니들을 난관내에 삽입-결찰한 후 난관-자궁 접합부에서 난자 회수용 배지를 관류하는 방법으로 평균 83.0%의 회수율을 얻었다. 이 같은 결과는 TomCat 카테터를 이용한 회수율 (68.9%)과 난자 회수용 니들을 결찰하지 않고 관류한 방법 (73.5%) 보다 유의적으로 높은 회수율을 나타내었다 (p<0.05). 또한 난관 절제술과 각각의 수술적 방법으로 회수한 난자의 형태학적 차이는 관찰할 수 없었으나 난관 절제술과 난자회수용 니들을 결찰하여 회수한 난자의 형태와 난질이 Tom Cat 카테터나 결찰하지 않은 니들을 이용하였을 때보다 영향을 덜 받는 경향을 나타내었다 (각각 72.0%, 73.8%와 62.8%, 69.6%).

• FLOWER RESEARCH JOURNAL
• /
• v.18 no.3
• /
• pp.207-210
• /
• 2010

An Asiatic lily (Lilium spp.) cultivar 'Onnuri' for cut and pot flower was developed in 2006 at Jeollabukdo Agricultural Research & Extension Services, Iksan, Korea. The cross was made in 1999 between 'Avignon', orange colored, and 'Nove Cento', yellow colored. A line was preliminarily selected as 'A99-6-48' by reason of stable flower color and shape among germinated seedlings. It had been multiplicated through in vitro culture and then bulbed on field during 2002~2003. After characteristics were investigated from 2004 to 2005, finally it was named as an 'Onnuri' in 2006. Flower of 'Onnuri' belongs to orange-red group with its center shown orange group. Plant height is 92.8 cm, flower size is medium as 13.8 cm. Stigma color is red-brown and blooming direction is upward-facing. Flowering time is mid-June.

• The Journal of Engineering Geology
• /
• v.29 no.3
• /
• pp.201-209
• /
• 2019

Bottom-up multi-stage pressure grouting is widely applied to domestic slopes and tunnels. It involves injecting earth from the ground to the surface after drilling. Various reports of construction performance have demonstrated its wide applicability. However, little research has studied top-down multi-step pressure grouting in Korea, which involves injection from the surface. This paper compares the grouting effect of both the established bottom-up method and the top-down method in soil box and field tests. The soil box test showed that the bulb volume of the top-down method is ~24% less than that of the bottom-up method. The field test confirmed that the top-down method has a wider grouting range and a higher injection density per area than the bottom-up method.