• 제목/요약/키워드: Drained condition

검색결과 126건 처리시간 0.029초

Created cavity expansion solution in anisotropic and drained condition based on Cam-Clay model

  • Li, Chao;Zoua, Jin-Feng
    • Geomechanics and Engineering
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    • 제19권2호
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    • pp.141-151
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    • 2019
  • A novel theoretical solution is presented for created (zero initial radius) cavity expansion problem based on CamClay model and considers the effect of initial anisotropic in-situ stress and drained conditions. Here the strain of this theoretical solution is small deformation in elastic region and large deformation in plastic region. The works for cylindrical and spherical cavities expanding in drained condition from zero initial radius are investigated. Most of the conventional solutions were based on the isotropic and undrained condition, however, the initial stress state of natural soil mass is anisotropy by soil deposition history, and drained cavity expansion calculation is closer to actual engineering in permeable soil mass. Finally, the parametric study is presented in order to the engineering significance of this work.

논에서 배수조건에 따른 수수류 품종의 생육특성, 생산성 및 품질 비교 (Effect of Different Drained Conditions on Growth, Forage Production and Quality of Sorghum, Sorghum × Sudangrass and Sudangrass Hybrids at Paddy Field)

  • 지희정;조중호;주정일
    • 한국초지조사료학회지
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    • 제31권2호
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    • pp.119-126
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    • 2011
  • 본 시험은 논에서 배수조건에 따라 벼 대체 여름 사료작물인 수수류를 논 재배하여 생육 특성과 수량에서 우수한 품종을 선발할 목적으로 2007년부터 2008년까지 충남 아산과 천안농가 포장에서 수행하였다. 비출수형 2품종과 출수형 4 품종 등 총 6 품종을 시험한 결과 불량한 논에 재배하였을 경우에는 배수 양호한 논에 재배시의 66.4%로 건물수량이 감소하였고, 배수가 불량한 논에서는 SS405 품종이 습해에 비교적 강하고 줄기가 굵으며 건물수량이 ha 당 12.9톤으로 최고의 수량을 보였으며 소르단 79 품종은 배수 양호한 논에서 재배한 성적에 비해 배수가 불량한 논에 재배시에 공시 품종 중에서 수량 감소가 가장 컸으며, 수량 감소가 가장 작은 품종은 점보로 약 2 톤 정도의 감소를 보였다. 또한 사료가치는 ADF, NDF, CP 등에서 약간의 차이를 보였는데 SS405 품종은 배수 불량한 논에 재배시에만 조단백질이 1.1% 증가 하였고 다른 특성들간에 차이는 없었다.

화강풍화토 지반에서 배수조건에 따른 쉴드터널 라이닝의 거동연구를 위한 모형실험 (A Physical Model Test on the Behavior of Shield-tunnel Lining According to Drainage Conditions in Weathered Granite Soil)

  • 최규문;윤찬영;마상준
    • 한국지반공학회논문집
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    • 제31권6호
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    • pp.71-82
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    • 2015
  • 최근 시민편의를 위한 도심지 사회기반시설의 확충으로 인하여 민원최소화와 시공안정성을 고려한 쉴드터널 시공이 증가하고 있다. 대부분의 쉴드터널은 지하수가 유입되지 않는 비배수조건으로 가정하여 설계되지만 현장에서는 배수시설을 설치하여 지하수를 배출하는 배수터널처럼 운영되므로 설계 시 배수조건이 고려될 필요가 있다. 또한 우리나라 전역에 넓게 분포하고 가장 많이 이용되는 화강풍화토 지반에 대한 고려도 필요하다. 본 논문은 배수 및 응력조건을 조절할 수 있고 지하수면 아래 화강풍화토 지반에 위치한 터널을 모사할 수 있는 실험장비를 이용하여 실험하였으며, 전응력, 간극수압 및 배수내관의 유입유량을 측정하였다. 실험결과 배수조건 시 간극수압 감소로 인하여 전응력이 비배수조건보다 작게 나타났고, 유입유량은 재하응력에 비례하였다. 결과적으로 쉴드터널 설계 시 배수조건이 고려된다면 라이닝 작용 응력이 감소되기 때문에 경제성 높은 설계가 가능할 것으로 예상된다.

Seed Quality of Soybean Produced from Upland and Drained-Paddy Field

  • Kim Sun-Lim;Park Keum-Yong;Lee Yeong-Ho;Ryu Yong-Hwan
    • 한국작물학회지
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    • 제49권4호
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    • pp.309-315
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    • 2004
  • This study was carried out to evaluate the seed quality of soybeans produced from upland and drained-paddy fields. Soybeans from drained-paddy field showed significantly higher in the 100 seeds weight and greater in the size of seed length than those from upland fields. However, there are no significant differences in seed width and thickness between upland and paddy fields. In case of Hunter's color value, the lightness (L) was significantly higher in the upland soybeans, but the a (redness) and b (yellowness) values were higher in the drained-paddy field soybeans. Seed appearance of drained-paddy field was poor than that of upland field. Soybeans produced from the drained-paddy field showed higher protein content, whereas, lipid and ash contents were higher in the upland field. Soybeans from upland field had lower contents of total amino acids compared to drained-paddy fields. No statistical differences were found in palmitic, linoleic, and linolenic, but stearic, oleic, saturated fatty acids (SFA), and unsaturated fatty acids (USFA) showed significant differences between soybean seeds from upland and drained-paddy fields. Genistein content was higher in the drained-paddy fields, while daidzein and glycitein contents were higher in the upland fields. This result suggested that the soil condition of drained-paddy field is more favorable to synthesis genistein than daidzein and glycitein.

Difference in Growth, Yield and Isoflavone Content among Soybean Cultivars under Drained Paddy Field Condition

  • Chon, Sang-Uk;Kim, Dong-Kwan
    • 한국작물학회지
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    • 제51권1호
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    • pp.48-52
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    • 2006
  • Naturally occurring soybean isoflavones are known to be influenced by various genetic and environmental conditions. Growth, yield, and isoflavone content were determined in four different cultivars of soybean grown under drained paddy and upland fields. Most of growth characteristics and yield components of four different soybean cultivars harvested in drained paddy field were greater than those in upland field, regardless of cultivar. By means of high performance liquid chromatography, total daidzein and genistein contents of soybean in drained paddy field were increased up to 40 and 35%, respectively, compared with those in drained paddy field. Besides isoflavone contents, the growth and yield of soybean were significantly affected by cultivar and field conditions, indicating the necessity of genetic program for soybean cultivars appropriate to drained paddy field conditions. In conclusion, converting paddy field into upland may effectively improve soybean cropping system, especially in terms of isoflavone increment under paddy field conditions.

압상토의 3차원 거동 (Three-Dimensional Behavior of Granular Soil)

  • 정진섭
    • 한국농공학회지
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    • 제37권2호
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    • pp.64-72
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    • 1995
  • A series of cubical triaxial tests with three independent principal stresses was per- formed on Baekma river sand( # 40~100). It was found that the major principal strain at failure remained approximately constant for b values larger than about 0.3 for both the drained and undrained condition, and thereafter increased as b value decreased. The test results showed that the direction of the strain increment at failure form acute angles with the failure surfaces for both the drained and undrained condition. The results were thus not in agreement with the normality condition from classic plasticity theory. Howev- er, it was found that the projections of the plastic strain increment vectors on the octahe- dral plane were perpendicular to the failure surface in that plane. Failure strength in terms of effective stress anlaysis was greatly influenced by the variation of intermediate principal stress and so was failure criterion. The effective stress failure surfaces for both the drained and undrained condition were estimated quite well by use of Lade's failure criterion.

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논토양 배수조건에 따른 비소 및 중금속의 용출 및 벼 전이특성 (Transfer of Arsenic and Heavy Metals from Soils to Rice Plant under Different Drainage Conditions)

  • 고일하;김정은;김지숙;지원현
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제22권6호
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    • pp.12-21
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    • 2017
  • A pot experiment was conducted to investigate the transfer of As and cationic heavy metals (Fe, Mn, Zn, Cd and Pb) from soil to rice plant in soil condition with submerged and drained. During the ninety-day monitoring period for soil solution, solubility of reducible elements such as As, Fe and Mn in submerged condition were higher than that of Zn. On the contrary, concentration of Zn in drained condition was higher than that of reducible elements. The concentration of As, Cd, Pb and Zn in rice plant (root, stem, leaf and grain) showed similar pattern with soil solution. The As concentration in each part of rice plant, which cultivated in drained condition, measured 56%~94% lower than those in submerged condition. However, the contents of cationic heavy metals (Cd, Pb and Zn) were represented the opposite result with As. These results are due to mobility of As and cationic heavy metals under different soil drainage conditions which represent oxidation and reduction. Thus soil drainage control can be used as acceptable passive treatment methods to reduce transfer of inorganic contaminants from soil to rice plant. However more detailed examination on soil condition conversion is needed, because yield of rice was decreased when it cultivated in drained condition only. It also needed when soil is contaminated by As and cationic heavy metal because single drainage condition cannot reduce transfer of both kinds of contaminants all.

부분배수가 발생하는 지반의 수평압밀계수 결정을 위한 자가굴착식 프레셔메터 유지시험의 최적화 해석법 (An Optimization Method for Self-Boring Pressuremeter Holding Test to Determine a Horizontal Coefficient of Consolidation under Partial Drained Soil Conditio)

  • 김영상
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.370-375
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    • 2005
  • This paper describes a systematic way of identifying the horizontal coefficient of consolidation for clayey soil under undrained condition and silty soil under partial drained condition by applying an optimization technique to the early part of dissipation data measured from the self-boring pressuremeter strain holding test. An analytical solution developed by Randolph & Wroth (1979) was implemented in normalized form to express the build-up and dissipation of excess pore pressures around a pressuremeter as a function of the rigidity index. Horizontal coefficient of consolidation was determined by minimizing the differences between theoretical and measured excess pore pressure curves using optimization technique. It was found that the proposed optimization technique can evaluate in-situ horizontal coefficient of consolidation rationally, which is similar with that obtained from the piezocone dissipation test. Furthermore, proposed method can evaluate appropriate coefficient of consolidation for soil under partially drained condition.

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보강토에서의 배수 및 비배수 인발력에 대한 수치해석 (Numerical Analysis on Drained and Undrained Pullout Capacity in Reinforced Soil)

  • 이홍성;손무락
    • 한국지반공학회논문집
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    • 제23권4호
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    • pp.113-123
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    • 2007
  • 투수계수가 낮은 뒤채움 흙을 사용하는 보강토는 비배수 상태에 놓일 경우 그 안정성이 우려되므로 비배수 인발력의 변화를 사전에 파악하여 설계에 반영하는 것이 중요하다. 본 논문은 실트질 모래에 삽입된 강보강재에 대한 배수 및 비배수 인발시험에 대한 수치해석을 수행하여 그 분석결과를 소개하고 있다. 해석에 적용된 흙은 각각 0%(순수모래), 5%, 10%, 그리고 15% 실트질 모래였으며, 상재하중은 30kPa, 100kPa과 200kPa이 었다. 해석결과 배수 인발력과 비배수 인발력 모두 실트 함유량에 의해 영향을 받고, 흙의 내부마찰각과 상재하중이 증가함에 따라 인발력 또한 증가하는 것으로 나타났다. 비배수 시험에서는 과잉간극수압이 발생함에 따라 보강재에 작용하는 유효응력이 감소하였으며, 그 결과 배수 인발력에 비해 비배수 인발력이 상재하중 30kPa에서 약 57%, 그리고 100kPa과 200kPa에서 약 70%로 감소하는 것으로 나타났다. 이러한 수치해석결과는 기존에 같은 조건에서 수행된 실내모델시험 결과와 잘 일치하는 것으로 나타났다.

Bifurcation analysis of over-consolidated clays in different stress paths and drainage conditions

  • Sun, De'an;Chen, Liwen;Zhang, Junran;Zhou, Annan
    • Geomechanics and Engineering
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    • 제9권5호
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    • pp.669-685
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    • 2015
  • A three-dimensional elastoplastic constitutive model, also known as a UH model (Yao et al. 2009), was developed to describe the stress-strain relationship for normally consolidated and over-consolidated soils. In this paper, an acoustic tensor and discriminator of bifurcation for the UH model are derived for the strain localization of saturated clays under undrained and fully and partially drained conditions. Analytical analysis is performed to illustrate the points of bifurcation for the UH model with different three-dimensional stress paths. Numerical analyses of cubic specimens for the bifurcation of saturated clays under undrained and fully and partially drained conditions are conducted using ABAQUS with the UH model. Analytical and numerical analyses show the similar bifurcation behaviour of overconsolidated clays in three-dimensional stress states and various drainage conditions. The results of analytical and numerical analyses show that (1) the occurrence of bifurcation is dependent on the stress path and drainage condition; and (2) bifurcation can appear in either a strain-hardening or strain-softening regime.