• Ecology and Resilient Infrastructure
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• 제3권4호
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• pp.302-306
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• 2016

수목의 활력도는 다양한 방법으로 측정한다. 수목의 형성층 전기저항은 전기생리학적 진단 방법을 이용하여 수목의 활력도를 간접적으로 나타낸다. 본 연구는 Shigometer를 이용하여 몇 가지 수목의 활력도를 측정하고 수종 간 차이를 비교하고자 하였다. 그리고 개엽 시기, 방위, 수피 온도 등 전기저항 값에 영향을 주는 요인들을 파악하고자 하였다. 측정용 탐침의 길이를 일정하게 유지하여 측정오차를 최소화하였다. 대상 수종은 성균관대학교 자연과학캠퍼스에 있는 30-40년생 느티나무, 은행나무, 메타세쿼이아, 잣나무 및 튜울립나무로 하였고 각 종당 3개체를 선정하였다. 측정 시기는 2011년 3월부터 5월까지, 지면으로부터 60 cm와 흉고높이인 1.2 m에서 동서남북 4개 방위 별로 전기저항 값을 측정하였다. 수목 부근의 토양환경과 식물의 스트레스 반응을 함께 측정하였다. 측정 결과를 바탕으로 전기저항과 영향 요인과의 상관관계를 살펴보았다. 개엽 시기 이전인 3월 중순까지는 대체적으로 전기저항 값이 높았으나 4월부터 점차 낮아지기 시작하여 5월 11일에는 가장 낮은 값을 보였다. 전기저항 값의 시기별 변화는 토양수분, 토양전도도, 토양온도, 수목의 스트레스 반응과 비슷한 경향을 보였다. 잣나무의 경우 겨울에도 잎이 떨어지지 않아 측정 기간 동안 전기저항 값의 변화는 크기 않았다. 느티나무, 은행나무 및 메타세쿼이아는 남쪽 방향의 수피 온도가 다른 방위에 비하여 높았으며 전기저항 값은 가장 낮았다. Shigometer는 수목의 활력도를 현장에서 간단하게 측정함으로써 수목 관리에 유용하게 이용할 수 있을 것으로 생각된다.

• Geomechanics and Engineering
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• 제34권4호
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• pp.437-447
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• 2023

Inclined piles are commonly used in civil engineering constructions where significant lateral resistance is required. Many researchers proved their positive performance on the seismic behavior of the supported structure and the piles themselves. However, most of these numerical studies were done within the framework of linear elastic or elastoplastic soil behavior, neglecting therefore the soil non-linearity at low and moderate soil strains which is questionable and could be misleading in dynamic analysis. The main objective of this study is to examine the influence of the pile inclination on the seismic performance of the soil-pile-structure system when both the linear elastic and the nonlinear soil models are employed. Based on the comparative responses, the adequacy of the soil's linear elastic behavior will be therefore evaluated. The analysis is conducted by generating a three-dimensional finite difference model, where a full interaction between the soil, structure, and inclined piles is considered. The numerical survey proved that the pile inclination can have a significant impact on the internal forces generated by seismic activity, specifically on the bending moment and shear forces. The main disadvantages of using inclined piles in this system are the bending forces at the head and pile-to-head connection. It is crucial to account for soil nonlinearity to accurately assess the seismic response of the soil-pile-structure system.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1997년도 총회 및 춘계 학술발표회 논문집
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• pp.25-29
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• 1997

In many solute transport studies, either flux or resident concentration has been used. Choice of the concentration mode was dependent on the monitoring device in solute displacement experiments. It would be questionable, however. to accept the equivalency in the solute transport parameters between flux and resident concentrations in structured soils exhibiting preferential movement of solute. In this study, we investigate how they differ in the monitored breakthrough curves (BTCs) and transport parameters for a given boundary and flow condition by performing solute displacement experiments on a number of undisturbed soil columns. Both flux and resident concentrations have been simultaneously obtained by monitoring the effluent and resistance of the Horizontally-positioned TDR probes. The study reveals that soil columns having relatively high flux densities exhibited great differences in the degree of peak concentration and travel time of peak between flux and resident concentrations. The peak concentration in flux mode was several times higher than that in resident one. This was mainly due to the bypassing of solute through soil macropores.

• Structural Engineering and Mechanics
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• 제51권2호
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• pp.267-276
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• 2014

Wharfs are essential to shipping and support very large gravity loads on both a short-term and long-term basis which cause quite large seismic internal forces. Therefore, these structures are vulnerable to seismic activities. As they are supported on vertical and/or batter piles, soil-pile interaction effects under earthquake events have a great importance in seismic resistance which is not yet fully understood. Seismic design codes have become more stringent and suggest the use of new design methods, such as Performance Based Design principles. According to Turkish Code for Coastal and Port Structures (TCCS 2008), the interaction between soil and pile should somehow be considered in the nonlinear analysis in an accurate manner. This study aims to explore the lateral load carrying capacity of recently designed wharf structures considering soil-pile interaction effects for different soil conditions. For this purpose, nonlinear structure analysis according to TCCS (2008) has been performed comparing simplified and detailed modeling results.

• 한국농공학회지
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• 제40권6호
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• pp.79-88
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• 1998

This study was conducted to measure the moisture content of soil using RF impedance in the range of 1 to 30MHz. Considering the water potential flow in the soils, two types of sensor such as parallel cylinder and perpendicular plate type were fabricated and tested. The capacitance and resistance of sonsors for soil samples having moisture content range of 2 to 27% were measured by Q-meter (HP4342). The higher soil moisture content was and the larger soil bulk density was, the more the capacitance of sensors increased. To eliminate the effect of bulk density on measuring soil moisture content using RF impedance, two kinds of model having the density independent functions such as the ratio of capacitance change to conductance change and weight of water and dry soils respectively were developed and estimated by regression analysis.

• Journal of Plant Biology
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• 제18권4호
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• pp.143-149
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• 1975

For the evaluation of drought resistance of the plant, the growth of Lespedeza bicolor Turcz. var. japonica Nakai was analyzed by the control of water content of soil: 1. The growth of leaf, stem and root showed high value in accordance with the increase of soil water content. 2. The formation of nodule was alos increased as the content of soil water became higher. 3. The highest water content of the plant was shown in the plots of 30 and 40% of water centent in soils and in the middle of the growing period (August-September). 4. The C/F ratio in the early period of the growth(July) was similar in each plot, but showed a higher value as the water centent of soil became higher at the later period(October). 5. The T/R ration increased in early period of the growth as the soil water content became higher, but it was decreased to the value of 1 in each plot.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2000년도 학술발표회 발표논문집
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• pp.471-476
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• 2000

Long-term behavior of reinforced clayey soil by model tests were performed to investigate the effect of reinforcement during loads and under static loads. In order to determine proper contents by weight of monofilament polypropylene fiber and calcium carbonate, the drying shrinkage and compressive strength tests had been conducted before model tests. Model tests were run on a clayey soil mixed with or without reinforcement and test specimen in test apparatus was placed in air dry for 7days before load application. In the case of fiber reinforced soil, the horizontal strain was lower than others during loads because the presence of fibers increased the soil's resistance to deformation. All of reinforced clayey soil, horizontal strain decreased as the water content decrease under static loads.

• Geomechanics and Engineering
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• 제18권5호
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• pp.503-513
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• 2019

In the present, the liquefaction potential of fiber-reinforced sandy soils was investigated through the energy-based approach by conducting a series of strain-controlled cyclic simple shear tests. In the tests, the effects of the fiber properties, such as the fiber content, fiber length, relative density and effective stress, and the test parameters on sandy soil improvement were investigated. The results indicated that the fiber inclusion yields to higher cumulative liquefaction energy values compared to the unreinforced (plain) ground by increasing the number of cycles and shear strength needed for the liquefaction of the soil. This result reveals that the fiber inclusion increases the resistance of the soil to liquefaction. However, the increase in the fiber content was determined to be more effective on the test results compared to the fiber length. Furthermore, the increase in the relative density of the soil increases the efficiency of the fibers on soil strengthening.

• 미생물학회지
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• 제28권3호
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• pp.210-218
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• 1990

Bacillus subtilis를 재료로 하여 아미노산 합성에 관련된 유전자와 항생제 내성에 관련된 유전자를 균주들 간의 토양환경에서의 생존기간과 유전자전이 빈도를 측정하였다. 손수배양시 각 균주의 vegetative cell의 수는 일주일 내에 $10^{-1}$-$10^{-1.5}$배로 감소하였으나 각 포자의 수는 이보다 적게 감소하였다. 멸균된 토양에서는 각 균주의 vegetative cell과 포자의 감소는 2-4일 이내에 최초 접종할 균체수의 $10^{-15}$ - $10^{-3}$배 수준까지는 감소하였으나 그 이후로는 뚜렷한 감소 경향을 나타내지 않았다. In vitro에서 각 아미노산 합성에 관련된 두 개의 아미노산에 관련된 유전자들의 transformation frequency(형질전환빈도)는 각각 $1.3{\pm}0.6{\times}10^{-6}$ - $6.0{\pm}2.36{\times}10^{-6}$, $8.53{\pm}0.2{\times}10^{-8}$ - $1.4{\pm}0.4{\times}10^{-5}$의 범주에서 변화하였으며, 항생제 내성에 관련된 유전자들의 형질전환 빈도는 $1.5{\pm}0.2{\times}10^{-7}$ - $1.4{\pm}0.4{\times}10^{-5}$ 범주에서 변화하였다. 멸균된 토양에서는 각 아미노산 합성에 관련된 유전자들가 항생제 내성에 관련된 유전자들의 형질전환 빈도는 각각 $2.0{\times}10^{-7}$ - $2.0{\times}10^{-5}$, $2.0{\times}10^{-7}$ - $9.4{\pm}4.7{\times}10^{-6}$ 이었다 한편 두 개의 아미노산에 관련된 유전자들의 형질전환 빈도는 $2.0{\times}10^{-6}$ - $4.5{\times}10^{-6}$의 범주에서 측정되었다. 멸균되지 않는 토양에서의 항생제 내성에 관련된 유전자들의 형질변환 빈도는 멸균된 토양에서와 유사하였다. 이상의 결과로 토양에서의 유전자 전이는 transformation에 의해 이루어질 수 있음을 보여준다.

• 한국미생물·생명공학회지
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• 제28권1호
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• pp.1-7
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• 2000

The bacterial strain JW-2 which conferred resistance against paraquat (1,1'-dimethyl-4,4'-bipyridinium dichloride) was isolated from soil. The strain was identified as an Ochrobactrum anthropi based on its morphological, physiological, biological and fatty acid composition, and was designated as Ochrobactrum anthropi JW-2. We compard paraquat resistance of O. anthropi JW-2 with Escherichia coli J105. In the presence of 100mM paraquat, E. coli JM105 was not grown whereas the growth rate of O. anthropi was about 70% of control. We compared the sensitivity of O. anthropi JW-2 and E. coli J105 to redox-cycling compounds such as paraquat, plumbagin or menadione, which are known to exacebate wuperoxide generation. O. anthropi JW-2 did not show cross-resistance to plumbagin or menadione. superoxide dismutase activity was increased in paraqunt-treated E. coli JM105 while it was not increased in O.anthropi JW-2. These results suggest that the mechanism of paraquat resistance in O.anthropi JW-2 is probably due to selectively decreased permeability toward paraquat by membrane protein.