• 제목/요약/키워드: GRANITE SOIL

검색결과 549건 처리시간 0.026초

폐석분 혼합토의 단섬유 보강 효과 (Reinforced Effect of Staple Fiber for Soil - Waste Stone Sludge)

  • 최민규;박범식;김영묵
    • 한국지반환경공학회 논문집
    • /
    • 제13권8호
    • /
    • pp.45-55
    • /
    • 2012
  • 본 연구는 폐석분의 성토재 활용에 대한 연구로서 폐석분, 화강풍화토, 그리고 폐석분과 화강풍화토의 혼합토에 대해 강도증진의 목적으로 단섬유를 보강한 경우의 강도 특성을 시험적으로 분석한 것이다. 폐석분, 화강풍화토 및 혼합토에 단섬유를 혼합한 경우 단섬유의 함량과 일축압축강도 증가비는 거의 선형적인 증가 경향을 보였으며, 화강풍화토에서 가장 큰 일축압축강도 증가비가 나타났고, 혼합토는 폐석분과 유사한 일축압축강도 증가비를 나타냈다. 전단강도 시험 결과 폐석분을 화강풍화토와 혼합한 혼합토의 경우 단섬유함량에 따른 점착력의 변화는 작았으나, 내부마찰각은 증가하는 추세를 보였으며, 단섬유 함유량 0.75%에서 21%의 내부마찰각 증가효과를 나타냈다. 폐석분 및 화강풍화토에 비교하여 상대적으로 강도정수가 크게 증가하는 경향을 보이고 있어 혼합토에서 단섬유의 보강효과를 기대할 수 있을 것으로 판단된다.

공진주/비틂전단시험을 이용한 화강풍화지반의 동적변형특성 (Dynamic Deformation Characteristics of Granite Weathered Soils Using RC/TS Tests)

  • 김동수;고동희;윤준웅
    • 한국지반환경공학회 논문집
    • /
    • 제5권1호
    • /
    • pp.35-46
    • /
    • 2004
  • 화강암질은 우리나라의 3분의 1을 차지하고 있으며, 특히 화강풍화지반은 우리나라 전역에 걸쳐 널리 분포하고 있다. 화강풍화지반은 민감한 입자 구조를 가지고 있어 비교란시료를 채취하기가 매우 어려우며 이로 인해 대부분의 연구는 재성형 시료로 수행되어 지고 있는 실정이다. 그러므로 비교란 또는 재성형 시료로 부터 얻어지는 탄성계수와 감쇠비 등의 변형특성을 비교하는 것은 신뢰성 있는 지반 거동을 이해하는데 중요하다. 본 눈문에서는 국내 화강풍화지반에 대해 다양한 공진주/비틂전단시험을 수행하였다. 그리고 화강풍화지반에 있어 비교란, 재성형 시료 각각의 탄성계수와 감쇠비 등의 변형특성이 비교되고 평가되었다.

  • PDF

Analysis of Catena on Representative Soils derived from Granite and Granite Gneiss

  • Sonn, Yeon-Kyu;Cho, Hyun-Jun;Hyun, Byung-Keun;Chun, Hyen-Chung;Shin, Kook-Sik
    • 한국토양비료학회지
    • /
    • 제48권4호
    • /
    • pp.255-261
    • /
    • 2015
  • Soil catena can be characterized by some properties, such as drainage levels and soil textures. Characteristics of soil catena are different drainage levels from a summit to the direction of gravity and similar soil textures. Therefore this study was performed GIS (Geographic information system) and statistical analyses using perimeters from soil series in order to characterize quantitatively and objectively soil distributional properties in Korea. The total of 16 soil series from representative granite and granite gneiss originated soils were selected among inland soils from detailed soil maps (1:25,000 scale) in Rural Development Administration (RDA) and analyzed. After the detailed soil maps were merged by soil series unit, perimeters were measured from one soil series to neighboring soil series using functions of table join, merge, dissolve, buffer, and clip in ArcGIS (10.1). The covering ratio of each soil series unit was calculated from neighboring perimeters by soil series and applied to clustering analysis. Soils that were analyzed were the total of 16 soil series; 7 of sandy loam and 9 of clay loam. As a result, analyzed soil series adjoined complicatedly such as Hyocheon series adjoined 26 series and Jisan did 276 series. The results of the clustering analysis showed that soils were clustered by soil textures except a few soil series. This study applied only one property that was a length of neighboring soil series to GIS and statistical analyses. These results were compared to existing soil groups that were classified by new-soil taxonomy, texture, soil type and drainage level. It showed that these analyses can provide soil characteristics by soil texture. Based on this study, there is a need to investigate further objectively and quantitatively in statistical analyses of soil series.

주요 딸기주산지에서 이용되는 육묘배지 종류 및 이화학적 특성 (Types and Physicochemical Characteristics of the Nursery Media Used in Major Strawberry-Farming Regions)

  • 박갑순
    • 한국환경과학회지
    • /
    • 제25권6호
    • /
    • pp.889-895
    • /
    • 2016
  • In Danseong-myeon (myeon is a subdivision of), Sancheong-gun, and Sugok-myeon, Jinju City, pot seedling culture was used at the rates of 100% and 62%, respectively. Root restriction seedling culture was used relatively more frequently than pot seedling culture in Yangchon-myeon, Nonsan City, Guryong-myeon, Buyeo-gun, and Wolsan-myeon, Damyang-gun. Open-field seedling culture was used at the rates of 80% and 54% in Samnangjin-eup (eup is a subdivision of a gun), Miryang City and Ssangnim-myeon, Goryeong-gun, respectively. In Danseong, Sancheong, and Sugok, Jinju, granite soil was used as the medium for pot seedling culture at the rates of 90% and 80%, respectively. In Yangchon, Nonsan, Wolsan, Damyang, and Ssangnim, Goryeong, commercial bed soil and coir dust were used for seedling culture at the rates of 73%, 64%, and 60%, respectively. At the main production sites, the use of granite soil for seedling culture, highest rate in 2000-2005, continued to decrease; in 2011-2013, granite soil was used at the rate of 37%, while commercial bed soil and coir dust were used at the rates of 32% and 14%, respectively. The bulk density of commercial bed soil, expanded rice hulls, and coir dust was $0.11-0.16g/cm^{-3}$. Coir dust was the lightest material but had the highest and, 36.7% and 21.8%, respectively. In sandy loam soil and granite soil was low. The pH of all growth media was between 5.4 and 7.0, and the values were in the range of $0.15-0.66dS{\cdot}m^{-1}$. However it was necessary, to adjust the pH levels and enhance the of expanded rice hulls, sandy loam soil, and granite soil. Similarly, the fertilizer concentration and air permeability of coir dust need to be adjusted.

모암이 토양미생물 다양성에 미치는 영향 (Effects of Parent Rocks on Soil Microbial Diversity)

  • 서장선;권장식;전길형
    • 한국토양비료학회지
    • /
    • 제36권3호
    • /
    • pp.127-133
    • /
    • 2003
  • 토양미생물의 생태적 특성을 평가하기 위해 화강암, 석회암 및 현무암을 모재로 한 12개의 토양통의 미생물적 특성을 조사하였다. 토양미생물상은 토양화학성과 유의한 상관관계를 보였는데, 특히 토양 pH는 형광성 슈도모나스와, 토양 EC는 방선균, 사상균, 중온성 Bacillus 및 호알카리성균과 정의 관계를 보였다. 포자형성균인 Bacillus는 화강암과 현무암에 비해 석회암토양에서 높은 균수를 보였으나, 그람음성균은 모암간에 비슷한 수준을 유지하였다. 화강암유래 토양에서는 Burkholderia, Pseudomonas, Ralstonia가, 석회암토양에서는 Pseudomonas, Burkholderia, Phyllobacterium가, 현무암토양에서는 Burkholderia속이 우점적으로 분포하고 있었다.

마사토의 차수성에 관한 실험적 연구 (Experimental Study on the Permeability of Decomposed Granite Soil)

  • 이형수
    • 물과 미래
    • /
    • 제7권2호
    • /
    • pp.83-91
    • /
    • 1974
  • Fill Type Dam에 있어서 일반적으로 축조재료는 경제성을 감안하여 Dam Site 부근에서 구해야하므로 Core 용재료로서는 차수성의 문제만 해결된다면 마시토도 사용가능할 것이라는 전제하에 본문에서는 마사토를 단독 또는 혼합재료로서 각종시험을 실시하여 사용가능성 여부를 검토하고 기사용범위를 정함으로써 앞으로의 사용자들에게 편의를 제공코저 한다.

  • PDF

풍화 화연토와 loess의 붕괴특성 비교 (The Comparison of Collapsible Characteristics on Decomposed Granite Soil and Loess)

  • 도덕현
    • 한국지반공학회지:지반
    • /
    • 제2권1호
    • /
    • pp.7-14
    • /
    • 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.

  • PDF

창원지역 화강암의 수리분산 특성

  • 김무진;함세영;황한석;김문수
    • 한국지하수토양환경학회:학술대회논문집
    • /
    • 한국지하수토양환경학회 2001년도 총회 및 춘계학술발표회
    • /
    • pp.187-190
    • /
    • 2001
  • This study is concerned with the hydrodispersive characteristics of granite in Changwon area. A single-well injection/recovery tracer test was conducted to determine longitudinal dispersivity of the granite, using sodium chloride tracer The dispersivity values obtained from the injection phase are 0.48 m (for between PW-1 and OW-3) and 0.72 m (for between PW-1 and OW-4). That obtained from the recovery phase is 0.68 m. The result of the tracer test indicates that the anisotropy and heterogeneity of the granite and the direction of flow.

  • PDF

탄,소성 구성모델을 이용한 다짐화강토의 응력-변형률 거동예측 (A Prediction of Behavior of Compacted Granite Soils Based on the Elasto-Plastic Constitutive Model)

  • 이강일
    • 한국농공학회지
    • /
    • 제40권2호
    • /
    • pp.148-158
    • /
    • 1998
  • The aims of this study are to evaluate the application on the stress-strain behavior of granite Soil using Lade's double work hardening constitutive model based on the theories of elasticity and plasticity. From two different sites of construction work, two disturbed and compacted weathered granite samples which are different in partical size and degree of weathering respectively were obtained. The specimen employed were sampled at Iksan and Pochon in order to predict the constitutive model. Using the computer program based on the regression analysis, 11 soil parameters for the model were determined from the simple tests such as an isotropic compression-expansion test and a series of drained conventional triaxial tests. In conclusion, it is shown that Lade's double work hardening model gives the good applicability for processing of stress-strain, work-hardening, work-softening and soil dilatancy. Therefore, this model in its present form is applicable to the compacted decomposed granite soil.

  • PDF

다짐풍화화강토에 대한 Yasufuku 구성모델의 평가 (Evaluation of YasufukuYs Constitutive Model for Compacted Weathered Granite Soil)

  • 정진섭;이광찬
    • 한국지반공학회논문집
    • /
    • 제15권5호
    • /
    • pp.43-55
    • /
    • 1999
  • 본 연구는 익산다짐풍화 화강토를 사용하여 여러가지 응력경로 시험을 실시하고 관측된 거동을 정확하게 예측할 수 있는 능력으로서 Yasufuku구성모델을 평가하였다. Yasufuku구성모델로 계산된 변형률은 측정치와 대부분 잘 일치하지만 약간의 차이를 나타내기도 하였다. 측정한 변형률과 계산한 변형률 사이에 가장 큰 차이를 보인곳은 증가하는 응력을 갖는 비례하중이 작용할 때 축변형률에 대하여 일어났다. Yasufuku 구성모델은 익산다짐풍화 화강토의 거동을 일정 구속압력하에서 축하중이 작용할 때와 p'-일정하중이 작용할 때 정확하게 추정할 수 있었다.

  • PDF