• 제목/요약/키워드: clay soil

검색결과 1,962건 처리시간 0.033초

Characterization of Clay Minerals in Ranch Pasture

  • Kang, Sangjae;Jang, Jeonghun;Park, Nayun;Park, Junhong;Choi, Seyeong;Park, Man;Lee, Changhee;Lee, Donghoon;Zhang, Yongseon
    • 한국토양비료학회지
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    • 제49권1호
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    • pp.53-59
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    • 2016
  • This study deals with the distribution of the clay minerals separated from clay fractions of ranch pastures in Korea and their chemical and mineralogical properties. Crystalline phases of the clay minerals were identified by powder X-ray diffraction (XRD) pattern and FT-IR spectra, and their relative chemical compositions were also analyzed by X-ray flourescence spectrometry (XRF). Primary minerals consisted mainly of quartz and mica and chlorite and kaolinite along with a trace of swelling micas were identified as secondary clay minerals. However, the relative content of these clay minerals was different with the locations, which led to significant effects on physical and chemical properties of soils like inorganic elemental composition. In particular, $SiO_2$ content was higher in Gochang ranch pasture than in other ranch pasture. Infrared (IR) spectra did not indicate any significant differences in organic functional groups among the locations. This study clearly showed that ranch pastures had different relative content of clay minerals and chemical properties depending on the location and consequently that those properties are worthy to be taken into account for soil amendment.

철로 주변의 지하굴착 영향권에 관한 연구 (A Study on the Influence Area of Excavation around Railroads)

  • 박종수;장정욱;박춘식
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.1032-1037
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    • 2006
  • This thesis studied effects of the excavation around railroads on the deformation of the lateral ground and neighboring railroads. The conclusions of the study are as follows. 1. When the depth of excavationis 10m, the influential area should be 35m for soft clay, 20m for normal clay, 15m for hard clay, 15m for loose sand, 12m for slightly dense sand, and 8m for dense sand. 2. When the influential area is 10m, the allowable excavation depth should be 2.5m for soft clay, 4.8m for normal clay, 7.5m for hard clay, 7.2m for loose sand, 8.8m for slightly dense sand, and 10m for dense sand. 3. When the influential area is 20m, the allowable excavation depth should be 4.5m for soft clay, and up to 10m for the other five kinds of soil. 4. When the influential area is 30m, the allowable excavation depth should be 7.5m for soft clay, and up to 10m for the other five kinds of soil. 5. When the influential area is 35m, the allowable excavation depth should be up to 10m for all kinds of soil.

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Interpreting in situ Soil Water Characteristics Curve under Different Paddy Soil Types Using Undisturbed Lysimeter with Soil Sensor

  • Seo, Mijin;Han, Kyunghwa;Cho, Heerae;Ok, Junghun;Zhang, Yongseon;Seo, Youngho;Jung, Kangho;Lee, Hyubsung;Kim, Gisun
    • 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.

토양 column을 이용한 토성 및 자갈함량별 농약 이동특성 (Mobility of pesticides in different soil textures and gravel contents under soil column)

  • 이상민;김성수;박동식;허장현
    • 농약과학회지
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    • 제9권4호
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    • pp.330-337
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    • 2005
  • 토성(미사질식양토, 태백; 사양토, 횡성; 양토, 춘천) 및 자갈 함량(0%, 20%, 40%, 60%)에 따라 7종 (carbendazim, carbofuran, chlorpyrifos, cypermethrin, dimethomorph, diniconazole, endosulfan)의 농약을 토양 컬럼에 처리한 후 증류수로 담수상태를 유지하며 수거한 용탈수와 용탈수 수거 후 채취한 토양 중 농약 잔류량을 파악하여 수계 및 토양으로의 농약 이동특성을 평가하였다. 토성 별 용탈수 중 농약은 수용해도가 가장 높은 carbofuran이 세 토양 모두에서 총 검출량의 87% 이상 초기 $2{\sim}4$ L 채취시료에서 검출되었으며, 토양중 carbendazim과 carbofuran을 제외한 5종의 농약 검출량은 미사질식양토 > 양토 > 사양토 순이었다. 컬럼의 상, 중 및 하단의 토양 중 농약 검출량은 carbofuran을 제외한 6종의 농약이 clay 함량이 유사한 미사질식양토 및 양토의 컬럼 상단에서 $50{\sim}92%$ 수준으로 검출되는 경향을 보여 수계로의 농약 이동성 및 토양잔류성은 각 농약의 수용해도와 토양 중 clay 함량에 의존하는 것으로 파악되었다. 자갈함량에 따른 농약의 잔류경향은 토성별 실험과 유사한 결과를 얻었으며, 이동특성 또한 큰 차이를 볼 수 없었으나 자갈함량이 증가할수록 용탈수의 이동 속도 증가와 함께 시간당 농약의 이동량도 증가하였다.

점토(粘土)와 염색(染色)한 올레산(酸)을 모델오염(汚染)으로 한 인공오염포(人工汚染布)의 제작(製作)과 그 세척성(洗滌性)에 관(關)한 연구(硏究) (Studies on the Preparation and Detergency of Artificially Soiled Cloth using Clay and Dyed of Oleic Acid as Model Soil)

  • 김영희;정두진
    • 한국의류학회지
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    • 제17권2호
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    • pp.233-245
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    • 1993
  • This study was undertaken to develop the artificially soiled cloth using clay and dyed oleic acid as model soil and to evaluating the detergency by determination of K/S value and chemical analysis. The results obtained were as follows : 1. Correlation were determined between the K/S value and chemical analysis data for the detergency of developed model soil at various conditions and it was found that model soil could be extensively used for the washing examination. 2. The surface reflectance of soiled cloth with clay-oleic acid mixture was measured two wave length band that was converted K/S values and the amount of two components was individually calculated. Positive correlation were found between detergency that obtained from chemical anlysis and K/S values. Therefore, proposed method of soiled cloth with clay-oleic acid mixed soiles could be extensively used for detergency experiment. 3. The attached state of soil of on the artificially soiled cloth which was observed under a scanning electronic microscope showed a different pattern by the sort of soil. And the difference of attached state of soil had great influence upon the detergency. 4. The composition of clay was changed and formated of noncrystalinity was vanished by calcined at $800^{\circ}C$. Because of a noncrystalline of clay, artificially soiled cloth could be prepared more uniformly but the detergency was decreased.

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동결·융해 이력을 받은 점성토의 미시적 구조 변화 특성 (Micro-Structure Change Characteristics of Clay Suffered Freeze and Thaw Hysteresis)

  • 코다카 다케시;연규석;김용성
    • 한국농공학회논문집
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    • 제52권3호
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    • pp.89-95
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    • 2010
  • There is the freezing method as one of the ground improvement methods for excavating an underground tunnel, and due to its improved reliability, recently construction cases of applying this method into sandy soil grounds as well as cohesive soil grounds of cities have been reported. But, applying the freezing method into cohesive soil grounds could bring concerns of the expansion of the whole ground and the settlements from thawing of ground. In this study, the deformation strength characteristics of cohesive soil which received freezing and thawing hysteresis were examined using the sample collected from the site of cohesive soil ground applied with the freezing method and its structural characteristics were analyzed using an electronic microscope. And, the test with cohesive soil reconstituted from cohesive soil which received freezing and thawing hysteresis was carried out and its result was analyzed comparatively. The result of this test showed that the structure of natural clay was significantly changed due to freezing and thawing hysteresis.

매립장의 인공점토차수재 개발에 관한 연구 (Development of Amended Clay Liner for Waste Containment System)

  • 신은철;김성환;오영인
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 1997년도 총회 및 춘계 학술발표회 논문집
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    • pp.70-73
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    • 1997
  • 산업폐기물의 재활용은 정부가 적극적으로 권장하고 있다. 폐석회의 비중, 건조단위중량. 일축 압축강도, pH, 투수계수 등의 지반특성을 실내시험결과를 고찰함으로써 폐석회가 매립장에서 인공차수재 및 복토재로 사용 가능성을 평가한다. 폐석회를 몇가지 환경실험을 통해서 그 결과를 EPA기준과 비교하였다. 본 논문에서는 실내실험을 수행한 결과를 전술하였고, 실험결과 분석에 의하면 혼합토(폐석회/화강풍화토)가 위생매립장의 인공차수재로 가능성이 있다고 판단된다.

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고화재에 의한 해성점성토의 표층안정처리에 관한 연구 (A Study on the Surface Soil Stabilization on Marine Clay by the Hardening Agent)

  • 천병식;양진석
    • 한국해양공학회지
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    • 제15권1호
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    • pp.92-97
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    • 2001
  • Hardening agents have been the traditional material for surface soil stabilization of soft ground. This study aims at determining the optimal mixture ratio of the hardening agent in accordance with the required design specifications. Hardening agents which consists of fly ash, gypsum, slag and cement for the ettringite hydrates is effective for early stabilization of unconsolidated soil. The raw ground material is the clay that is widely found in Korea. In this study, preliminary tests were performed to get an optimal mixture ratio of the stabilizer ingredient and marine clay from Jinhae was used to get physical and chemical properties. Laboratory tests of 50 stabilized soils were performed to get an optimal mixture ratio for 16-stabilizer materials of 6 types, and a mixture ratio of the stabilizer ingredient and marine clay was determined.

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폴리머수용액을 첨가한 황토의 초기강도 평가 (Evaluation of Early Strength of Red Clay Soil with Polymer Aqueous Solution)

  • 김진성;이보경;이동은;최형길
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2019년도 추계 학술논문 발표대회
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    • pp.145-146
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    • 2019
  • In this study, we evaluated the early strength of red clay soil with the polymer aqueous solution at rammed earth construction. In order to satisfy the demolding strength of the formwork be due to the rammed of red clay soil, the polymer aqueous solution was added to evaluate the compressive strength at the early age according to the consolidation level. As a result, a high compressive strength was exhibited with the formulation to which the polymer aqueous solution was added.

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Experimental research on dynamic characteristics of frozen clay considering seasonal variation

  • Xuyang Bian;Guoxin Wang;Yuandong Li
    • Geomechanics and Engineering
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    • 제36권4호
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    • pp.391-406
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    • 2024
  • In order to study the soil seasonal dynamic characteristics in the regions with four distinct seasons, the soil dynamic triaxial experiments were conducted by considering the environmental temperature range from -30℃ to 30℃. The results demonstrate that the dynamic soil properties in four seasons can change greatly. Firstly, the dynamic triaxial experiments were performed to obtain the dynamic stress-strain curve, elastic modulus, and damping ratio of soil, under different confining pressures and temperatures. Then, the experiments also obtain the dynamic cohesion and internal friction angle of the clay under the initial strain, and the changing rule was summarized. Finally, the results show that the dynamic elastic modulus and dynamic cohesion will increase significantly when the clay is frozen; as the temperature continues to decrease, this increasing trend will gradually slow down, and the dynamic damping ratio will go down when the freezing temperature decreases. In this paper, the change mechanism is objectively analyzed, which verifies the reliability of the conclusions obtained from the experiment.