• 한국지반공학회지:지반
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• 제2권1호
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• pp.7-14
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• 1986

The structure of the collapsible soils, such as decomposed granite soil and loess, were examined by the odeometer test, SEM & XES analysis and static & cyclic triaxial test, and hove this structure have influences upon the collapsible behaviour under static and cyclic load was investigated. The study results obtained are as follows; 1. The macropores space of decomposed granite soil (rd=1.50g/cm3) and loess (rd=1.43g/cm3) used in this test were well developed, and showed the behaviour of collapsible soil. 2. Collapsible soil has high resistance on the strain under natural moisture content, however, the resistance on the strain was sharply decreased by the absorption and increasing load since its special structure was destructed. 3. Under the static load, the strain of collapsible soil was high by the viscous flow of the cyclic bonds with time lapse, but Infer the cyclic load, the strain of collapsible soil was low since the tinge needed to destruct the bonding force of clay was not enough. 4. The understanding about the cyclic behaviour of collapsible soil may be helpful to predict the elastic & residual strain of the foundations by the earthquake together with the damage by the additional failure.

• 한국산학기술학회논문지
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• 제17권8호
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• pp.536-543
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• 2016

접지 시스템은 전력설비의 안전적 운영을 위해 필수적이며, 주요 고려대상인 대지저항률은 토양 종류, 수분, 온도에 따라 변하기 때문에 접지 시스템 설계에서 가장 중요하다. 제주의 지질구조는 화산지역의 특성상 다층구조를 형성하고 있어 지질구조에 따른 접지 저항값은 동일한 접지시스템 구축 지역이라도 지층구조에 따라 접지저항값이 다르게 나타날 수 있다. 본 논문에서는 제주의 대표적인 3종류의 토양에 접지를 설치하였을 때 접지저항 특성 변화를 분석하기 위해 3층 구조의 토양목업 시스템을 구성하였다. 구성된 토양 목업 시스템에서 웨너법을 사용하여 대지저항률을 측정하였으며, 대지모델을 수치적으로 분석할 수 있는 역산방법으로 Gauss-Newton 알고리즘을 사용하여 대지모델을 생성하였다. 기존 접지분야에서 사용되는 1차원 대지분석이 아닌 2차원 역산방법을 적용한 결과 실제 토양 목업에 구성한 3종류 층상 구조와 같은 3층 대지구조로 나타낼 수 있었다. 또한 일반적으로 접지에 사용되는 동봉, 동관, 탄소봉을 사용하여 접지의 변화특성을 분석한 결과 수분공급 상태에 따른 접지저항 변화폭은 동봉은 $2.9[{\Omega}]$, 동관은 $16.5[{\Omega}]$, 탄소봉의 경우 $20.1[{\Omega}]$으로 나타났으며, 수분의 영향으로 .탄소봉의 접지저항이 $141[{\Omega}]$으로 가장 낮게 나타남을 확인 하였다.

• 한국지반신소재학회논문집
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• 제10권3호
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• pp.43-51
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• 2011

본 연구에서는 수동저항부를 형성시킨 띠형 섬유보강재의 인발저항 특성을 평가하기 위해 일련의 실내인발시험을 수행하였다. 이 띠형 섬유보강재는 중간에 길이방향으로 접힘홈이 형성되어 있어 보강재를 반폭으로 접어 콘크리트 블록에 직접 체결할 수 있고 후단부에는 보강재를 '${\cap}$' 형태로 세워서 수동저항부를 형성시킬 수 있다. 이 띠형 섬유보강재는 후단부에 수동저항부가 형성되어 있기 때문에, 흙과 보강재 사이의 표면마찰저항과 수동저항부에서의 지지저항력이 함께 발현되는 인발저항 특성을 가진다. 따라서, 인발저항 평가시 마찰저항과 지지저항을 각각 산정하여 설계에 반영해야 한다. 일련의 인발시험 결과 수동저항부를 형성시키면 인발저항강도가 10~65% 정도 증가하고 수직응력이 클수록 증가량이 점차 커지는 경향을 보이는 것으로 나타났으며, 이를 근거로 수동저항부 형성에 의해 발현되는 지지저항력 산정 방법을 제안하였다.

• 한국토양비료학회지
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• 제14권1호
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• pp.1-7
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• 1981

토양(土壤)-근계(根系)에 있어서 물 흡수이동(吸收移動)을 ohm의 법측(法測)을 이용(利用)하여 전기회로(電氣回路) 상사모형(相似模型)으로 표현(表現)하고 그 계(系)의 분석해(分析解)를 구(求)하였다. 그 결과(結果) 토양계(土壤系)의 "유효토양수(有效土壤水) Potential($\hat{\psi}_s$)"과 근계(根系)의 "유효근저항(有效根抵抗)($\hat{R}_{\tau}$)"을 정의(定義)하였다. $$\hat{\psi}_s-\hat{R}_{\tau}g_{\tau}={\psi}_0$$ 포장상태(圃場狀態)에서 얻어진 작물(作物)의 Crown water potential(${\psi}_0$)와 Radial resistance(Ra) 및 Axial resistance(Rx)를 근거(根據)로 이 모형(模型)을 검정(檢定)한 결과(結果) 그 타당성이 인정(認定)되었으며 앞으로 토양(土壤)-근계(根系)의 물 이동(移動) 측면(側面)에서 유효토양수분량(有效土壤水分量)과 뿌리의 역할(役割)을 구명(究明)하는데 중요(重要)한 의미(意味)를 갖고 있다고 판단(判斷)된다.

• 한국토양비료학회지
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• 제32권1호
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• pp.1-6
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• 1999

To find the latent effect of paper mill sludges (PMS) with and without alum, and alum paper mill sludge compost(PMSC) on aluminum toxicity of crops, the pH buffer capacity and the acidification resistance index (ARI) for PMSs and PMSC were investigated, comparing to upland soil. Buffer capacities of PMS with and without alum, and PMSC were significantly higher than $2.5cmol^+kg^{-1}$ of check soil as 137, 250, and $147cmol^+kg^{-1}$, respectively. Owing to such high buffer capacity of PMS and PMSC, they showed to be well-resisted to acidification.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 총회 및 춘계학술발표회
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• pp.277-284
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• 2004

Batch experiments were conducted to investigate the sorption and desorption behaviors of PAHs (naphthalene, phenanthrene and pyrene) in soils. Three different soils montmorillonite KSF (foc =0.14%), masato (foc =0.08%), and diatomite (foc =0.007%) were investigated. The results of sorption-desorption experiment indicate that the sorption affinity of PAHs was in the order of montmorillonite > masato > diatomite. The Freundlich model was well fitted to the sorption and desorption data. Sorption affinity increased as loc increased. Desorption of PAHs from soils was biphasic composed of reversible and irreversible compartments. Desorption-resistance of phenanthrene in soils was also determined. The biphasic desorption model was used to explain desorption-resistance of phenanthrene in soils. The linear term represents reversible sorption fraction and Langmuinian-type term represents desorption-resistant fraction.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2000년도 하계학술대회 논문집 C
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• pp.2064-2067
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• 2000

In our country, most region is composed of mountains and people have recently been displeased with the construction of the substations in their vicinity so the substations newly built are mainly constructed with GIS system in the small area that has high soil resistivity near mountain. Therefore, nowadays the design of substation grounding system has been difficult, and the additional considerations are needed. UC substation was also difficult to design the grounding system because of so small substation area and high soil resistivity. This paper shows the examples of reducing the grounding system resistance reasonably by using several ways. Designing the ground grid electrode in the access road, deep electric earth probe, changing the substation soil with the law level resistivity soil. This report deals with the computer simulation of the grounding system resistance about the ways illustrated above.

• Geomechanics and Engineering
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• 제5권4호
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• pp.299-312
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• 2013

The horizontal pullout capacity of a group of two vertical strip plate anchors, placed along the same vertical plane, in a fully cohesive soil has been computed by using the lower bound finite element limit analysis. The effect of spacing between the plate anchors on the magnitude of total group failure load ($P_{uT}$) has been evaluated. An increase of soil cohesion with depth has also been incorporated in the analysis. For a weightless medium, the total pullout resistance of the group becomes maximum corresponding to a certain optimum spacing between the anchor plates which has been found to vary generally between 0.5B and B; where B is the width of the anchor plate. As compared to a single plate anchor, the increase in the pullout resistance for a group of two anchors becomes greater at a higher embedment ratio. The effect of soil unit weight has also been analyzed. It is noted that the interference effect on the pullout resistance increases further with an increase in the unit weight of soil mass.

• Journal of Biosystems Engineering
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• 제12권3호
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• pp.1-6
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• 1987

The objective of this study is to develop a soil hardness tester which can estimate tillage resistance with tae travelling cone-penetrometer. For the study, a series of tests was performed using the cone penetrating in the horizontal direction. Based on the tests above, soil hardness was represented by travelling cone-index vs depth of cone penetration, travelling speed and moisture contents of the soil Resistance characteristics obtained from the experiments were compared with those by a vertical cone-penetrometer and the Yamanaka's soil hardness tester. Following conclusions were made from the study. 1. 8 to 9 peaks per one meter were detected in the resistance curve of cone penetration regardless of the travelling speed of cone-penetrometer when it penetrated the soil in the horizontal direction. This phenomenon seemed to be a similar one noticed in shearing pitch of plowing. 2. Cone index increased as travelling speed increased from 0.08m/sec to 0.5m/sec. 3. Linear relationship was found between the cone indices measured by the travelling coe-penetrometer and Yamanaka's hardness tester. 4. Increasing rate of the cone indices measured by vertical cone-penetrometer decreased as the depth of soil increased while the cone indices by the travelling cone-pentrometer increased linearly.

• 전기학회논문지
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• 제65권12호
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• pp.1971-1978
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• 2016

In this paper, electrical and physical characteristics associated with the ionization growth of soil under impulse voltages in a coaxial cylindrical electrode system to simulate a horizontally-buried ground electrode were experimentally investigated. The results were summarized as follows: Transient ground resistances decreased significantly by soil ionization. The voltage-current (V-I) curves for non-ionization in soil lined up in a straight line with the nearly same slope that is the ground resistance, but they showed a 'cross-closed loop' of ${\infty}$-shape under ionization. The conventional ground resistance and equivalent soil resistivity were inversely proportional to the peak value of injected impulse currents. On the other hand, the equivalent ionization radius and time-lag to the maximum value of ionization radius were increased with increasing the incident impulse voltages. An analysis method for the transient ground resistances of the ground electrode based on the ionization phenomena was proposed. The proposed method can be applied to analyze the transient performances of grounding systems for lightning protection in power system installations.