• Journal of the Korean Institute of Landscape Architecture
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• v.31 no.4
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• pp.90-100
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• 2003

본 연구는 기존 건축물 옥상녹화에 이용 가능한 저토심 옥상녹화 시스템 을 연구하고 개발하고자 수행되었다. 연구목적을 달성하기위해서 시스템의 개념적 모델이 선행 연구로부터 유추되었고 개념적 모델로부터 실험을 위한 시스템들이 제안되었다. 건축물 옥상 위에 설치된 이 시스템들에서 기린초의 생육에 대하여 인공배지 종류, 토심, 그리고 배수 형태의 효과들이 2002년 4월 3일부터 10월 18일까지 연구되었다. 인공배지 종류는 단용과 혼용이고, 토심은 5cm, l0cm,그리고 15cm이며, 배수 형태는 저수$.$배수형과 배수형으로 하였다. 여기서, 인공배지 단용은 폐유리 미분 100에 발포제를 1∼2정도 첨가하고, 착색제를 1정도 첨가한 후, 6∼8$^{\circ}C$/min로 승온하여 750∼85$0^{\circ}C$의 온도에서 발포시킨 다공질 유리를 수냉식으로 급랭하고, 분쇄기로 이송하여 l0mm이하로 분쇄하고 입도를 조절하여 얻어진 다공질 유리 파쇄물과 수피를 부피 비 6:4로 혼합하여 조성된 것이며 인공배지 혼용은 인공배 지 단용에 양토(모래 46%, 미사 40%, 점토 14%)를 부피비 5:5로 혼합하여 조성된 것이다. 피복면적, 지상부와 지하부의 생체중과 건물중, 그리고 시각적 질을 조사하였다. 각 변수들은 던칸의 다중범위 검정으로 통계처리 하였으며 처리들간의 유의수준은 5%였다. 그리고 기존 건축물 옥상에 대한 과부하의 위험을 피하기 위해서 각 시스템의 중량이 평가되었다. 그 결과를 요약하면 다음과 같다. 실험기간 중에 피복면적에 대한 배수 형태의 효과는 유의성 있는 차이를 나타내지 않았다. 인공배지 혼용의 피복면적은 인공배지 단용의 것보다 통계적으로 유의성 있게 높았다. 토심 5cm처리의 피복면적은 나머지 처리들의 피복면적보다 통계적으로 유의성 있게 낮았다. 토심 l0cm처리와 토심 15cm처리는 통계적으로 유의성이 없는 것으로 나타났다. 지상부와 뿌리의 생체중 및 건물중과 시각적 질에 대한 처리들의 효과는 피복면적에 대한 것과 유사하거나 동일하였다. 결과적으로, 기린초의 생육은 인공배지 단용보다 인공배지 혼용에서 더 높았고, 토심 10∼15cm에서 더 높았으며, 배수 형태에서는 뚜렷한 차이를 나타내지 않았다. 이 결과를 토대로, 기존 건축물 옥상에 적용 가능한 시스템의 허용하중과 기린초의 생육을 동시에 고려해볼 때, 저토심 옥상녹화 시스템 은 인공배지 종류에서는 혼용이, 토심은 10cm, 그리고 배수형태는 배수형이 적합하다고 보았다. 제안된 조건으로 조성된 시스템은 인공배지가 포장용수량상태일 때 그 중량이 약 115kg/$m^2$정도로 나타났다.

• Geotechnical Engineering
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• v.8 no.2
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• pp.45-58
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• 1992

An elasto-plastic constitutive model for geological materials, which satisfies the flezibility and stability at the same time, can be used in a number of geotechnical problems. Using the spacing ratio of critical state, a flexible model is proposed based on the stability of modified Camflay model. The spacing ratio of critical state can be simply evaluated, and practically used in describing the undrained shearing behavior of clay. The proposed model has precisely predicted the stress paths and stress -strain relationships, compared with the modified Camflay model, with respect to undrained triaxial test results. Besides, the effects of strain rate, creep, and relaxation can also be considered. Using the quasi-state boundary surface, the constitutive relations are well predicted. Therefore, it is found that the assumption of associative flow rule is well posed for undrained behavior of normally consolidated clay.

• KOREAN JOURNAL OF CROP SCIENCE
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• v.53 no.4
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• pp.401-406
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• 2008

To select adoptable varieties in paddy soil with relatively high content of soil moisture, the growth characteristics and ginsenoside content of two-year-old ginseng was investigated in paddy soil with two types of drainage conditions such as poorly and imperfectly drained class, using 4 varieties, Cheonpoong (CP), Yeonpoong (YP), Hwangsookjong (HS) Jakyeongjong (JK). The ratio of survived plant in poor drainage conditions was higher than that in imperfect drainage conditions, and the ratio of discolored leaf in the former was lower than that in the latter. The ratio of survived plant was highest in HS, while lowest in YP. The ratio of discolored leaf was lowest in HS, while highest in YP among 4 varieties. Root weight per plant and yield were more distinctly decreased in poor drainage conditions than those in imperfect drainage conditions. Descending order of yield in poor drainage conditions was JK, CP, YP and HS, while CP, YP, JK and HS in imperfect drainage conditions. Varietal difference of rusty colored root was more distinct than that between poor and imperfect drainage conditions. The ratio of rusty colored root was relatively low in CP and JK, while high in YP and HS. Total ginsenoside content of two-year-old ginseng grown in poor drainage conditions was increased more than that in imperfect drainage conditions due to full growth of root. Regardless of different drainage conditions total ginsenoside content was highest in YP, while lowest in HS among 4 varieties, and there were no distinct difference between CP and JK.

• Journal of the Korea institute for structural maintenance and inspection
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• v.8 no.1
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• pp.183-194
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• 2004

It's essential process to study non-linear material function related to characteristics of compressibility and permeability when we predict the consolidation behavior of soft clay ground. In this study, laboratory tests were conducted to find out the material function using marine clay. Standard oedometer test and Rowe cell test were performed with conditions, which were classified into vertical drainage only, radial drainage only and vertical-radial drainage case. Modified oedometer test equipment was developed to find out the material function and special extrusion device was originated to minimize the sample disturbance effect. Reliability of the results in modified oedometer test could be confirmed by comparing with the Rowe cell's one. Effective stress - void ratio - permeability relations were analyzed using all testing results. As a result, void ratio with effective stress level could be expressed by the power function and permeability with void ratio could be expressed by exponential function. In soft clay with high initial water content and low shear strength, non-linear characteristics related to compressibility and permeability varied with wide range by the effective stress levels. It's important to note that non-linearity of the material function should be considered at prediction of the consolidation behavior.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.1C
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• pp.9-17
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• 2008

In this research, an analytical solution for the coefficient of permeability of soils during consolidation is suggested. The pore pressure and the flow rate measurements at different locations during consolidation are utilized. The void ratio and volume compressibility of soils under consolidation are also estimated. A large consolidation testing device, possible in both vertical and radial drainage is designed and manufactured. And consolidation test with kaolinite soils were performed under radially inward drainage direction. Pore pressures in varying radial distances and flow rate with time were measured as well as vertical deformations. From the test results, the changes of permeability, volume compressibility and void ratio under consolidation and their spatial variations are estimated. Thus the proposed solution is verified by comparing with the experimentally estimated test results. In addition, it is confirmed that permeability, void ratio and volume compressibility decrease as consolidation and loading steps progress. Also, these soil characteristics increase with radial distant from drainage boundary, where lowest values observed, and slightly decrease as approaching undrained boundary.

• Korean Journal of Soil Science and Fertilizer
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• v.44 no.5
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• pp.702-708
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• 2011

There are considerable areas of wet paddy fields in Korea that requires improvement of its drainage system. In poorly drained sloping paddy fields, upland crops can be damaged by either rainfall or capillary rise of the water table caused by percolating water beneath the upper fields during summertime rainy season. The purpose of this study is to evaluate excess water stress of soybean yield by drainage systems. Four drainage methods namely open ditch, vinyl barrier, pipe drainage and tube bundle were installed within 1-m position at the lower edge of the upper paddy fields. Stress Day Index (SDI) approach was developed to quantify the the cumulative effect of stress imposed on a soybean yield throughout the growing season. SDI was determined from a stress day factor (SD) and a crop susceptibility factor (CS). The stress day factor is a measure degree and duration of stress of the ($SEW_{30}$). The crop susceptibility factor (CS) depends of a given excess water on crop stage. The results showed that SDI used to represent the moisture stress index was most low on the pipe drainage 64.75 compared with the open ditch 355.4, vinyl barrier 271.55 and tube bundle 171.55. Soybean grain yield increased continuously with the rate of 3% in Vinyl Barrier, 32% in Pipe Drainage and 16% in Tube Bundle.

• Journal of the Korean Geotechnical Society
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• v.21 no.4
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• pp.31-40
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• 2005

This study proposed a new yield function considering the spacing ratio of the critical state to predict the undrained shear behavior of anisotropic field ground. We have suggested a nonassociated constitutive model that used a newly modified plastic potential function in order to apply the yield function of the modified Cam-Clay model to the anisotropic consolidation. In this paper, we predicted undrained shear behavior of the remolded weathered mudstone soils in Phohang isotorpically and anisotropically consolidated using the suggested model. To evaluate the reliability of proposed model, we predictied undrained shear behavior of Bankok Clay isotropically, nomally consolidated and Drammen Clay Ko consolidated. The predicted results are consistent with the observed behavior.

• Journal of the Korean Geotechnical Society
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• v.19 no.5
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• pp.199-210
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• 2003

The development of strain localization within shear zones is frequently observed during soil deformation. In fact, the phenomenon appears to be more often the norm rather than the exception. Conceptually, any soil condition that renders negative work increment is prone to localization. In this study, a broad range of soil and loading conditions are investigated to test this criterion, including: dilative soil subjected to drained shear (standard case), contractive soil sheared under undrained conditions, cavitation in dilative soil in undrained shear, inhomogeneous soils, particle alignment in contractive soils made of platy particles, soils that experience particle crushing, and the shear of low-moisture and/or lightly cemented loose soils. Unique specimens and test procedures are designed to separately test each of these soil conditions in the laboratory According to experimental test results, soil specimens with post-peak strain softening behavior are prone to progressive failure, localization of deformations, and shear banding. The state of stress, the soil density, inherent mechanical and geometrical properties of soil particles, low water content, and heterogeneity can contribute to triggering strain localization. Considering all possible cases of localization, the best method to obtain the critical state line in the laboratory is to use contractive homogeneous specimens subjected to drained shear.

• Tunnel and Underground Space
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• v.18 no.5
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• pp.375-385
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• 2008

Hydraulic analysis in a dam that has a single outlet of water can be made through a simple comparison between the total precipitation and the volume of discharged water. In case of tailing dams this estimation could yield an error because several drainage facilities are worked independently as well as simultaneously. In this research, a capability of the drainage system in the tailing dam of the old Sangdong Mine was analysed by the means of GIS technic. As a result of this study, it was expected that in the normal working condition of the whole drainage system, the flooding of water over the dam should not occur in spite of the consecutive precipitation during one hour with an intensity of 80.31 mm/hr, a probable precipitation within 100 years. It was, however, revealed that, if the drainage system did not work completely, the water could flood over the dam when the total precipitation reached 251.1 mm.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.7 no.3
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• pp.183-193
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• 1987

After clay particles have been sedimented isotropically, the clay deposits have been consolidated under $K_0$-stress system. Therefore, in order to predict the behavior in-situ of normally consolidated clays, the effect of $K_0$-consolidation should be considered. A series of undrained and drained triaxial compression tests was performed on remolded specimens of clay consolidated under both $K_0$-and isotropic stress systems and the effect of $K_0$-consolidation was investigated. $K_0$-consolidation has much effect on the deviator stress, especially at initial deformation stage of consolidated-undrained tests, but has little effect on the principal effective stress ratio. Thus, the undrained strength behavior of $K_0$-consolidated samples can not be predicted from isotropically consolidated test data. However, the failure envelop, provided by the maximum principal effective stress ratio failure criterion, is unique and curved.