• 한국토양비료학회지
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• 제50권5호
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• pp.336-344
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• 2017

The soil water characteristics curve (SWCC) represents the relation between soil water potential and soil water content. The shape and range of SWCC according to the relation could vary depending on soil characteristics. The objective of the study was to estimate SWCC depending on soil types and layers and to analyze the trend among them. To accomplish this goal, the unsaturated three soils were considered: silty clay loam, loam, and sandy loam soils. Weighable lysimeters were used for exactly measuring soil water content and soil water potential. Two fitting models, van Genuchten and Campbell, were applied. Two models entirely fitted well the measured SWCC, indicating low RMSE and high $R^2$ values. However, the large difference between the measured and the estimated was found at the 30 cm layer of the silty clay loam soil, and the gap was wider as soil water potential increased. In addition, the non-linear decrease of soil water content according to the increase of soil water potential tended to be more distinct in the sandy loam soil and at the 10 cm layer than in the silty clay loam soil and at the lower layers. These might be seen due to the various factors such as not only pore size distribution, but also cracks by high clay content and plow pan layers by compaction. This study clearly showed difficulty in the estimation of SWCC by such kind of factors.

• 농업과학연구
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• 제49권2호
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• pp.379-387
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• 2022

A large amount of the mineral nitrogen is necessary for crop growth. With the use of nitrogen fertilizers, agricultural yield has increased during the last few decades. However, at the same time, nitrate from the cultivated land can be a source of environmental pollution, especially in water systems. For nitrogen management, it is necessary to analyze the pattern of nitrogen movement in soil. In this study, nitrogen leaching in upland soils was evaluated using undisturbed lysimeters with different soil textures during sesame cultivation. The soil texture of the lysimeters was clay loam (Songjung series) and sandy loam (Sangju series) soils. Sesame was cultivated from May 25 to August 24 in 2020. The standard amount of NPK fertilizer (N-P₂O₅-K₂O = 2.9-3.1-3.2 kg·10 a^-1) was applied before sowing. The amount of nitrogen leaching was calculated by multiplying the nitrogen (NO₃-N + NH₄-N) concentration and the amount of water drained below 1.5 m soil depth. The water was drained through percolation into macropores in the clay loam lysimeter. In contrast, in the sandy loam lysimeter, water drained more slowly than in the clay loam lysimeter. There was a slight difference in the total amount of leachate during the cultivation period, but the amount of nitrogen leaching was high in sandy loam soil. During the sesame cultivation period, the amount of nitrogen leaching from clay soil was 5.64 kg·10 a^-1, and 10.70 kg·10 a^-1 for sandy soil. We found that there was a difference in leaching depending on the soil physical characteristics. Therefore, it is necessary to consider the characteristics of soil to evaluate the leaching of nitrogen.

• 한국토양비료학회지
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• 제7권2호
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• pp.65-70
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• 1974

본(本) 연구(硏究)는 우리나라 내륙평탄지(內陸平坦地)에 분포(分布)하고 배수(排水)가 야간불량(若干不良)한 식질(埴質) 답토양(畓土壤)인 호남통(湖南統)에 대(對)하여 B층(層)의 토양생성학적(土壤生成學的) 특성(特性)을 미세형태학적(微細形態學的) 입장(立場)에서 구명(究明)해보고자 수행(遂行)하였다. 토양미세형태(土壤微細形態)에 관(關)한 분석(分析)은 토양(土壤)을 원상시료(原狀試料)(Undisturbed sample)로 채취(採取) 부편(溥片)을 제작(製作)한 후편광현미경(後偏光顯微鏡)을 이용(利用)하였으며 그 결과(結果)는 다음과 같다. 1. 호남통(湖南統)의 B층(層)에서 정방위점토(定方位粘土)가 (Oriented clay)가 확인(確認)되어 B층(層)은 Bt층(層)(Argillic Horizon)으로 간주(看做)된다. 2. B21t 층(層)에서 토양기질외(土壤基質外)의 정방위점토(定方位粘土)는 주(主)로 비대칭면상공극(非對稱面狀孔隙)(Skew plane) 및 관상공극(管狀孔隙)(Channel) 벽(壁)에 형성(形成)된 층상점토(層狀粘土)(Argillans)가 대부분(大部分)이나 토양기질내(土壤基質內)에 있는 정방위점토(定方位粘土)는 응력(應力)에 의(依)하여 토양기질내(土壤基質內)로 이동(移動)되고 있어 토양원질(土壤原質)(Plasma)의 분리현상(分離現象)이 뚜렷하다(Masepic). 3. B22t 및 B23t 층(層)에서의 정방위점토(定方位粘土)는 균일(均一)하지 않은 조점토(粗粘土)(Coarse, dirty clay)로 구성(構成)되여있으며 배열정도(排列程度)가 약(弱)하다(less oriented). 4. B24t 에서의 특징적(特徵的)인 정방위점토(定方位粘土)는 응력성점토피막(應力性粘土皮膜)(Stress cutans)이며 점토함량(粘土含量)이 높은 토양기질(土壤基質)이 오랜 기간(期間) 외부(外部)로부터 물리적(物理的)인 작용(作用)을 받아 일정(一定)한 방향(方向)으로 배열형성(排列形成)되었다.

• 한국농공학회지
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• 제30권3호
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• pp.69-81
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• 1988

The Repeated Load Triaxial and Oedometer Tests to the weathered granite & silty clay soil have been fulfilled to investigate their dynarnic characteristics. The results obtained are summarized as follows ; 1. In the relation between the repeated triaxial compression and the oedometer test, the recoverable strain of weathered granite soil showed a tendency to decrease by the increase of the repeated loads number(N), and that of silty clay showed approximately constant values while the total strain increased continuously. 2. The changes of plastic strain was dependent to the level of deviator stress which is the most important element in the calculation of soil deformation under repeated load condition. And there was a significance of 10% between the level of stress and plastic strain. 3. When the soil was aimost dried or saturated to 100%, the deformation by the repeated loads was small. However the deformation showed peak around the saturation of 50%. 4. When the deformation was predicted by the repeated triaxial load tests of a laboratory, it is desirable to introduce the threshold stress concept in the calculation of deformation of subgrade of the pavement. 5. The improved design equation (Eq. 16) introducing the modulus of conversion(Fo), which is based on the Boussineq' s theory, is considered to be rational in the design of flexible pavement. From the above results, the deformation to the repeated traffic loads could be predicted by the repeated triaxial tests on the pavement materials or undisturbed soil layers, therefore it is think that the durable and econornic pavement could be constructed by reflecting that to the design.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1-6
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• 2008

When a saturated clay is sampled in an undisturbed manner from a bore hole, the sample extends vertically and shrinks horizontally under undrained conditions due to stress release. The conventional consolidation test specimen is trimmed from the expanded sample so that its diameter is equal to the inner diameter of the consolidation test ring, this test procedure does not reproduce the actual consolidation behavior. The measurement of sample extension was conducted by means of overcoring method found that the extension strains were 1 to 2%. To simulate the in-situ consolidation behavior, the consolidation test method that uses a specimen with a slightly smaller diameter than the inside diameter of consolidometer so that the specimen expands laterally to the inside of the ring.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.203-210
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• 2004

Consolidation properties were analysed by means of depositional environments. Depositional environments including geochemical properties, porewater chemistry, sediment structures, particle size distributions and carbon age dating were analysed using undisturbed samples retrieved successively from a boring hole in the study area. Laboratory oedometer tests and anisotropic consolidated triaxial tests(CKoUC) were performed to examine the overconsolidation phenomenons. Based on the carbon age dating results and profiles of geochemical properties, porewater chemistry, salinity and pH, it was founded that the upper silt/clay complex layer was deposited under marine condition while sand and clay layers were deposited under fluvial condition. Planar laminated structures of silts and clays were dominant in marine deposits. Although there was no clear evidences that geological erosion had been occurred in marine deposits, overconsolidation ratio obtained from oedometer tests were greater than unity. Stress paths of samples behaved similar to those of normally consolidated clays. Data plotted in stress state charts proposed by Burland(1990) and Chandler(2000) showed that the marine deposits were geologically normally consolidated. These apparent overconsolidations can be explained by the fabric and chemical bonding due to the difference of the rate of deposition.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.715-719
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• 2009

In this study, a method to predict the consolidation behavior of soft clays and marine clays was developed by combining the equation of Terzaghi's 1-dimensional consolidation and CPTu dissipation. The special attention was given to the consolidation anisotropy due to the difference between 1-D consolidation and radial consolidation of CPTu dissipation. The analysis combining two equations enables direct application of CPTu results. And above all it doesn't require to sample undisturbed specimens and determine consolidation coefficient which is both costly and time consuming and often contains measuring error. It is also advantageous that CPTu test can be carried out any position and any depth. Clays typically have a greater horizontal permeability, $k_h$, than vertical permeability, $k_v$, and the coefficient of consolidation in the horizontal direction is generally higher than the vertical direction. Various data of horizontal and vertical consolidation coefficient ratio were collected and analyzed to develop and verify the method.

• 한국지반공학회논문집
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• 제25권1호
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• pp.77-88
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• 2009

본 연구에서는 부산지역 점토의 비 배수전단강도를 추정하기 위해 현장 및 실내시험을 통해 부산점토의 콘계수를 평가하였다. 이를 위해 부산신항 지역 및 녹산지역에서 $CK_0U$ 삼축압축시험, 베인전단시험, 피에조 콘 관입시험(CPTu) 등을 실시하였다. 시험결과, 현장 점토의 비배수전단강도는 심도에 따라 증가하였으며, 강도증가비는 각각 $S_{u(CKU)}/{\sigma}'_v\;{\fallingdotseq}\;0.26{\sim}0.44$와 ${\mu}_{su(VST)}/{\sigma}'_v\;{\fallingdotseq}\;0.20{\sim}0.23$로 삼축 비배수전단강도가 베인 비배수전단강도에 비해 1.5배 정도 크게 나타났다. 또한 CPTu 시험결과 콘선단저항($q_c$)과 간극수압($u_2$)은 심도에 따라 증가하였으며, 간극수압비($B_q$)는 $0.3{\sim}1.0$정도로 나타났다. 삼축압축 및 베인시험 결과와 CPTu 결과로부터 콘계수를 산정한 후 간극수압비와 비교한 결과, 삼축 비배수전단강도와 베인 비배수전단강도를 추정하기 위한 부산지역 점토의 콘계수는 각각 $5{\sim}20$, $10{\sim}35$로 나타났다. 그리고 콘계수는 간극수압비가 증가함에 따라 선형적으로 감소하였으며, 이로부터 간극수압비를 이용한 부산점토 콘계수 추정방법을 제안하였다.

• 대한토목학회논문집
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• 제4권4호
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• pp.49-58
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• 1984

연약점토(軟弱粘土)(방콕)의 주기적(週期的) 반복하중(反復荷重)에 의(依)한 거동(擧動)을 구명(糾明)하기 위하여 부교란시료(不攪亂試料)에 대(對)한 일련(一連)의 반복하중(反復荷重)을 이용(利用)한 삼축압축시험(三軸壓縮試驗)을 시도(試圖)했다. 본(本)시험(試驗)은 포속압력(抱束壓力) 및 초기전단응력(初期剪斷應力)을 변화(變化)시켜 가면서 점토(粘土)의 전단변형(剪斷變形), 강도변화(强度變化) 등(等)을 조사(調査) 비교(比較)한다. 그 결과(結果) 초기전단응력(初期剪斷應力)이 증가(增加)함으로써 응력(應力)-변형곡선(變形曲線)은 적은 변화(變化)를 보였고, 반복하중(反復荷重)에 의(依)한 강도변화(强度變化)는 응력비(應力比)로 표현(表現)될 때 포속압력(抱束壓力)이 $1.0kgf/cm^2$이었을 때 더 컸으며, 축차응력(逐差應力)으로 표현(表現)될 경우(境遇)는 포속압력(抱束壓力)이 $1.5kgf/cm^2$이었을 때 크게 나타났다.

• 한국지반공학회논문집
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• 제20권7호
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• pp.99-105
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• 2004

포화점토가 보오링공에서 불교란시료로써 채취되면, 부의 간극수압이 체적팽창을 억제한다. 이 점토시료에는 지반중에서 작용한 평균주응력이 등방적으로 작용하며, 이 평균주응력은 수직응력보다 작고, 수평응력보다 크다. 그러므로 시료는 비배수조건하에서 수직으로 늘어나고, 수평으로 수축하게 된다. 통상적인 압밀시험은 이와 같이 변형된 시료를 그대로 사용하여 압밀링 크기와 똑같이 성형한 후 수행한다. 따라서 지반중의 유효상재압이 재하되면, 이 압력이 수평응력보다 크기 때문에 압밀량이 늘어나게 된다. 즉 압밀시험공시체는 현장의 압밀거동을 정확하게 나타내지 못하고 항상 아래에 위치하게 된다. 이 논문에서는 상기와 같은 시료변형의 영향을 고려하여, 압밀시험 공시체에 유효상재압이 재하되었을때 수평방향으로 비배수 변형하여 압밀링 내경에 밀착해도록 하였다. 그리고 제안하는 시험법의 적용성과 결과를 통상적인 압밀시험결과와 검토하였다.