• 농업과학연구
• /
• 제44권1호
• /
• pp.1-15
• /
• 2017

In major field crops, synthetic herbicides have been used to control weeds worldwide. Globally, herbicide resistance in weeds should be minimized because it is a major limiting factor for food security. Cross resistance can occur with herbicides within the same or in different herbicide families and with the same or different sites of action. Multiple resistance refers to evolved mechanisms of resistance to more than one herbicide (e.g., resistance to both ALS-inhibitors and ACCase-inhibitors) and this resistance was brought about by separate selection processes. Target site resistance could occur from changes at the biochemical site of action of one herbicide. Non target site resistance occurs through mechanisms which reduce the number of herbicide molecules that reach the herbicide target site. There are currently 480 unique cases (species ${\times}$ site of action) of herbicide resistance globally in 252 plant species (145 dicots and 105 monocots). To date, resistance in weeds has been reported to 161 different herbicides, involving 23 of the 26 known herbicide sites of action. Finally, it can be concluded that we can protect crops associated to herbicide resistant weeds by applications of biochemical, genetic and crop control strategies.

• 한국재난정보학회 논문집
• /
• 제4권2호
• /
• pp.138-154
• /
• 2008

The conventional non-dig underground structure building method which made an appearance to reduce the social and environmental costs and maximize the efficiency of the social overhead capital facilities could not help being uneconomical because of many problems such as unnecessary excessive excavation, water leakage, obstacle interference, difficulty of curvilinear application and connection complexity between propelled and injected bodies due to indiscriminate application of small and large circular steel pipes without consideration of the site conditions. The T.S.T.M, in which a protruded square tube is applied as a propulsion and injection body in a design that considered site conditions such as ground condition, depth of soil and live load, was able to be economical as it solved the problems of water resistance, minimization of obstacle interference and curvilinearity, and we can see that it can be applied to all grounds by utilizing or complementing the target ground in terms of engineering. Also in configuring the transverse section, it is possible to not only secure excellent structural safety but also implement all of the above engineering characteristics not only in the square cross section but also in the arch cross section, so it was possible to build structures on any section or ground, and we could confirm the LCC reduction effect and the VE effect.

• Weed & Turfgrass Science
• /
• 제5권3호
• /
• pp.105-110
• /
• 2016

세계 잡초연구자들이 세계잡초학회에서 발표한 최근 연구동향을 파악하여 이를 토대로 향후 잡초연구 발전방향과 전망을 제시하고자 하였다. 제 7차 세계잡초학회는 우리나라를 포함한 59개국 520여명이 참석하였으며, 9개 분야 625편이 발표되었다. 주요 연구분야로는 제초제 저항성잡초, 잡초생태, 농경지 및 비농경지의 잡초관리, 제초제 살포기술, 비화학적 잡초방제 등이었다. 이중 제초제 저항성잡초 연구분야는 전체 30%를 점유하여 향후에도 이들 연구가 지속될 것으로 판단된다. 특히 설포닐우레아계 보다는 비선택성 제초제인 glyphosate, glufosinate-ammonium 저항성 잡초에 대한 발표가 많았다. 신규 제초제 개발은 synthetic auxin 작용기작의 제초제인 arylex, HPPD 저해제로 개발 중인 3가지 물질을 safener와의 합제 연구 등이 있었다. 그리고 세계 주곡작물인 옥수수, 밀, 벼 재배지에서 발생되는 제초제 저항성잡초에 대한 연구가 집중되었다. 특히 잡초의 non-target site에 대한 저항성 연구가 집중적이었다. 또한 우리나라에는 없는 기생잡초에 대한 연구 폭이 넓어지고 있으며, 예년에는 취급하지 않았던 비화학적 잡초방제 부문도 많았다. 향후에는 제초제 저항성 메카니즘 구명, 기생잡초 연구, 제초제 살포기술, 비화학적 잡초방제 등의 연구가 폭넓게 진행될 것으로 전망되었다.

• Molecules and Cells
• /
• 제41권11호
• /
• pp.933-942
• /
• 2018

Traditionally, small-molecule or antibody-based therapies against human diseases have been designed to inhibit the enzymatic activity or compete for the ligand binding sites of pathological target proteins. Despite its demonstrated effectiveness, such as in cancer treatment, this approach is often limited by recurring drug resistance. More importantly, not all molecular targets are enzymes or receptors with druggable 'hot spots' that can be directly occupied by active site-directed inhibitors. Recently, a promising new paradigm has been created, in which small-molecule chemicals harness the naturally occurring protein quality control machinery of the ubiquitin-proteasome system to specifically eradicate disease-causing proteins in cells. Such 'chemically induced protein degradation' may provide unprecedented opportunities for targeting proteins that are inherently undruggable, such as structural scaffolds and other non-enzymatic molecules, for therapeutic purposes. This review focuses on surveying recent progress in developing E3-guided proteolysis-targeting chimeras (PROTACs) and small-molecule chemical modulators of deubiquitinating enzymes upstream of or on the proteasome.

• Weed & Turfgrass Science
• /
• 제1권4호
• /
• pp.50-56
• /
• 2012

본 연구의 목적은 bar 유전자를 발현한 형질전환벼에 대한 글루타민 합성효소 저해제인 glufosinate-ammonium, L-metionine sulfoximine과 광합성저해제인 paraquat에 저항성 수준과 형질전환벼와 비형질전환벼의 암모늄 축적량, 저온반응 및 수량을 비교하는데 있다. 형질전환벼 계통은 비형질전환벼에 비해 glufosinate-ammonium에 45~95배 높은 저항성을 보였다. 한편 형질전환벼 계통은 L-metionine sulfoximine을 처리했을 때도 형질전환벼 계통이 비형질전환벼에 비해 18배 이상의 저항성을 보여 교차저항성이 있음을 확인할 수 있었다. 그러나 glufosinate-ammonium과 작용기작이 다른 제초제인 paraquat에 대한 다중저항성은 없었다. Glufosinate-ammonium 처리에 의해 ammonium 축적은 비형질전환벼에서 증가하였으나 모든 형질전환벼의 계통에서는 적거나 효과가 없었다. 형질전환벼 계통 258, 411, 607 및 608을 제외한 계통은 비형질전환벼에 비해 저온 내성 및 저온 후 회복정도가 유의적으로 낮은 경향을 보였다. 형질전환벼 계통 142, 144, 258 및 608의 수량은 비형질전환벼와 유사하거나 높았다.

• Computers and Concrete
• /
• 제32권4호
• /
• pp.411-423
• /
• 2023

The rapid development of road transport has increased the number of bridges that require widening. A critical issue in the construction of bridge widening is the influence of vibrations of the old bridge on the casting of wet joint concrete between the old and new bridges owing to the running traffic. Typically, the bridge is closed to traffic during the pouring of wet joint concrete, which negatively affects the existing transportation network. In this study, a newly developed microscopic traffic load modeling approach and the vehicle-bridge interaction theory are incorporated to develop a refined numerical framework for the analysis of random traffic-bridge coupled dynamics. This framework was used to investigate traffic-induced vibrations at the wet joint of a widened bridge. Based on an experimental study on the vibration resistance of wet joint concrete, traffic control strategies were proposed to ensure the construction performance of cast-in-site wet joint concrete under random traffic without interruption. The results show that the vibration displacement and frequency of the old bridge, estimated by the proposed framework, were comparable with those obtained from field measurements. Based on the target peak particle velocity and vibration amplitude of the wet joint concrete, it was found that traffic control measures, such as limiting vehicle gross weight and limiting traffic volume by closing an additional traffic lane, could ensure the construction performance of the wet joint concrete.