• Journal of the Korean Geotechnical Society
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• v.18 no.5
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• pp.37-42
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• 2002

Artificial neural networks are efficient computing techniques that are widely used to solve complex problems in many fields. In this paper a liquefaction potential was estimated by using a back propagation neural network model applicated to cyclic triaxial test data, soil parameters and site investigation data. Training and testing of the network were based on a database of 43 cyclic triaxial test data from 00 sites. The neural networks are trained by modifying the weights of the neurons in response to the errors between the actual output values and the target output value. Training was done iteratively until the average sum squared errors over all the training patterns were minimized. This generally occurred after about 15,000 cycles of training. The accuracy from 72% to 98% was shown for the model equipped with two hidden layers and ten input variables. Important effective input variables have been identified as the NOC,$D_10$ and (N$_1$)$_60$. The study showed that the neural network model predicted a CSR(Cyclic shear stress Ratio) of silty-sand reasonably well. Analyzed results indicate that the neural-network model is more reliable than simplified method using N value of SPT.

• Korean Journal of Agricultural and Forest Meteorology
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• v.2 no.4
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• pp.143-147
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• 2000

This study was conducted to investigate suitable seeding rate under irrigation water-saving rice culture in ridge direct seeding on dry paddy during 1997~1998. Dongjinbyeo was seeded from 60 kg/ha to 120 kg/ha on silty loam condition. The number of irrigation from 3-leaf stage to complete drainage were 7.5 times and total amount of irrigation was 258.75 mm. The number of seedling stand rose with the increase of seeding rate, whereas the rate of seedling stand was decreased with the increase of it. Soil moisture tension was -2kPa at one day after stopped irrigation and lowered to -30kPa at five days after stopped irrigation. Leaf area index and shoot dry weight were increased with rising of seeding rate. Lodging index was increased with the rising of seeding rate, but lodging was not showed in field. Heading date, percent ripened grain and 1,000 grain weight had no difference with seeding rate, and number of spikelets per m$^2$ were highest at the rate of 100 kg/ha. Rice yield was increased by 9% at the seeding rate of 100 kg/ha and 4% at the rate of 80 kg/ha and 120 kg/ha compared with 60 kg/ha. Therefore, it was considered that appropriate seeding rate was 100 kg/ha under water-saving culture in ridge direct seeding on dry paddy.

• Asian Journal of Turfgrass Science
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• v.12 no.2
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• pp.113-126
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• 1998

Wear simulator로 답압이 가해진 크리핑 벤트그라스 (Agrostis palustris Huds.) 훼어웨이에서 관수방법·예지물 순환 및 질소시비수준의 여러 가지 잔디관리 요인이 엽조직 및 토양질소 함유량에 미치는 효과를 알아보기 위해 본 연구를 수행하였다. 연구포장은 'Penncross'크리핑 벤트그라스 반디밭으로 1988년에 sharpsburg silty-clay loam (Typic Argiudoll) 토양에 조성하였으며, 실험은 1989년부터 1991년까지 3년간 수행하였다. Split-split-plot 실험디자인을 사용하여 주구에 daily or biweekly irrigation, 세구에 clipping return or removal, 세세구에 low-N (5g), moderate-N (15g), high-N (25g N m-2 yr-1)처리를 난괴법 3 반복으로 배치하였다. 생육기간중 잔디예초는 12mm 예고로 일주일에 4번 실시하였고, 기타 잔디관리는 high maintenance 수준으로 유지되는 한지형 양잔디 훼어웨이 기준으로 실시하였다. 엽조직 및 토양샘플은 1989년 2회, 1990년과 1991년에는 3회씩 채취하여, 네브라스카 주립대 토양식물분석실에서 분석하였다. 답압이 가해진 크리핑 벤트그라스 훼어웨이 잔디에서 엽조직 질소함유량은 여러 가지 잔디관리 방법간 상호작용 효과가 관찰되었다. 1989년 나타난 질소시비수준과 관수방법간의 상호작용에서 daily irrigation 지역의 엽질소 함유량은 질소시비량이 low-N 수준에서 high-N 수준으로 증가함에 따라 3.51%에서 3.94%로 quadratic pattern으로 증가하였다. High-N 처리지역에서 엽질소 함유량은 daily irrigation 관수방법이 biweekly irrigation 관수방법보다 약 4% 정도 더 많은 것으로 나타났다. 엽질소 함유량은 특히 질소시비 수준에 따라 크게 영향을 받는 것으로 나타났다. 1990년 질소시비량이 low-N 수준에서 high-N 수준으로 증가함에 따라 3.50%에서 4.25%로 quadratic pattern으로 증가하였고, 1991년에는 4.20%에서 4.60%까지 linear pattern으로 증가하였다. High-N 처리구의 엽조직 질소함유량은 low-N 처리구와 비교시 1990년에는 21%, 1991년에는 10% 더 많은 것으로 나타났다. 잔디조성후 시간이 경과함에 따라 엽조직의 질소함유량도 증가하였다. Low-N 수준에서 1991년 엽질소 함유량은 1990년에 비해 20% 증가하였으며, high-N 수준에서는 1991년의 엽조직 질소함유량이 1990년 보다 8% 증가한 것으로 나타났다. 따라서, 잔디조성후 경과기간에 따라 연간 시비량을 조절할 필요가 있으며, 특히 새로 조성된 잔디밭과 조성된 지 어느 정도 지난 기존 잔디밭간에 차별화된 관리프로그램이 필요한 것으로 판단되었다. 잔디관리에서 답압이 가중되는 정도에 따라 지역별로 장기간 차별화된 관리 접근을 해야하고, 정기적으로 토양 및 엽분석을 실시해서 시비프로그램에 활용하는 것이 필요하다 하겠다. 본 연구결과 나타난 잔디관리 요인간 상호작용효과는 잔디관리시 여러 가지 관리방법에 따른 효과를 입체적으로 분석해서 해당 골프장 현실에 적합한 통합적인 잔디관리(integrated turfgrass management)의 필요성을 제시한다고 할 수 있겠으며, 또한 답압가중 정도에 따른 잔디관리요인간의 반응효과차이는 향후 무답압 지역에서 실시된 연구결과를 답압을 받고 있는 경기장 및 골프장 등의 잔디밭에 적용할 경우에는 주의깊게 데이터 활용을 해야 되리라고 사료되었다.

• Journal of the Korean Geosynthetics Society
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• v.21 no.4
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• pp.69-78
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• 2022

Geotextile tubes are widely used to prevent erosion in coastal areas and to replace the backfill for shore slopes in the reclamation of land using dredged soil. In this study, The triaxial confining pressures were chosen as 10kPa, 50kPa, or 100kPa for the specimens reinforced with geotextile considering the condition in the site. The strain behavior under various compressive stresses was then identified. At strains 0% to 7%, the stress-strain behavior was the same due to the effect of initial strain hardening, in which the force was exerted according to the relaxation of the geotextile regardless of the confining pressure (≤100kPa). At strains of 7% or more, the specimen with the small confining pressure had smaller deformation under load, which increases the tensile resistance provided by the reinforcing geotextile. Brittle fracture was then observed due to strain softening and the deviator stress abruptly decreased. This is different from the phenomenon in which the shear strength increases as the confining pressure increases in general triaxial compression tests. In the geoxtile-confined tests, geotextiles are primarily subjected to tensile displacement. Thereafter, the modulus of elasticity increases rapidly, which exhibits the elastic behavior of the geotextile.

• Journal of the Korean Geotechnical Society
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• v.25 no.9
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• pp.67-76
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• 2009

The problems of bearing capacity, settlement and shear deformation occur when constructing a structure such as harbor, airport and bridge on soft ground of marine clay, silty clay or sandy soil. Various ground improvement methods are applied to obtain preceding settlement of soft ground and strength increase. In this study, to analyze the applicability of PBD method in deep soft ground, the compound drainage capacity test was operated in comparison with SD. As a result of the test, a minimum drainage capacity of drain material was estimated to be more than $10\;cm^3/sec$ at a more than $400\;kN/m^2$ and less than $5\;cm^3/sec$ at a more than $500\;kN/m^2$ confining pressure in case of single core PBD. In case of double core PBD, it was estimated to be more than $10\;cm^3/sec$ at a more than $500\;kN/m^2$ confining pressure.

• Journal of Korean Society of Forest Science
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• v.98 no.1
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• pp.16-25
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• 2009

Cauliflower mushroom (Sparassis crispa) is recently recognized as a new edible and/or medicinal mushroom cultivated with conifers. By the way, the mushroom is notorious as a brown-rot fungus that causes a buttrot of larch. So, there should be a careful consideration to apply the mushroom cultivation in coniferous stand. This study was conducted to clarify the seriousness of heartwood decay on conifers such as larch by cauliflower mushroom with surveying the mushroom producing environment and to examine whether the cultivation of cauliflower mushroom produce any problem in conifer stands or not. The mushroom occurred in various coniferous stands such as Larix kaempferi, Pinus koraiensis, P. densiflora and Abies holophylla on fertile soils with adequate moisture. Soil texture of the mushroom producing site was comparatively fine compared to general forest soils; sandy loam, loam and silty loam. Soil pH ranged from 4.6 to 5.2, and organic matter contents were 4~11%, which showed relatively wide range. We could find S. crispa by a DNA technique from the wood that seemed to have no heartwood decay by naked eyes. The damaged wood showed 30% higher moisture contents than that of sound wood, while the compressive strength was 30% lowered down compared to that of sound wood. The fungus may invade conifers through the scars occurred on roots or stems, in this case spore dispersion of the mushroom takes a great role. Thus, we concluded that forest tending activities need to be applied with considering the invasion of S. crispa, and cultivation of cauliflower mushroom in forest should be attempted very carefully. By the way, we also infer that conifer stands can be nurtured without heartwood decay by S. crispa if the stand be managed in good aeration conditions by proper silvicultural practices such as sanitary thinning.

• KOREAN JOURNAL OF CROP SCIENCE
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• v.54 no.4
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• pp.351-356
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• 2009

Growth, milled rice yield and edible quality of rice in naturally reseeded Chinese milk vetch(CMV)-rice cropping system was compared with those in rice mono cropping on silty loam soil in Milyang from 2006-2008. Practicing natural reseeding technology recorded high CMV reseeding stand ranging from 565-805 plants $m^{-2}$ and resulting in the production of 13.0-17.0 kg N/10a from the CMV plant biomass which is greater than the recommendation rate of 9 kgN/10a. The plant height of rice plant grown in natural reseeding field is shorter at tillering stage but it was similar to the rice mono cropping at later stage. Dry matter production had similar trend to plant height. On the other hand, the leaf color in naturally reseeded CMV-rice cropping system was similar to the rice mono cropping up to panicle heading stage but it was high at mature stage, indicating that the nitrogen was provided by the CMV decomposition until later stage of rice. The yield components such as culm number $m^{-2}$ was greater and 1,000-brown rice weight was heavier than those of rice mono cropping but the ripened grain ratio was lower in naturally reseeded CMV-rice cropping system. Milled rice yield of naturally reseeded CMV-rice cropping system was similar to that of rice mono cropping. However, head rice percentage of milled rice was lower due to low ripened grain ratio. This result indicates that natural CMV reseeding technology can completely replace chemical fertilizer in CMV-rice cropping system.

• Journal of Bio-Environment Control
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• v.24 no.2
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• pp.85-92
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• 2015

This study examined the settlement of a 1-2W type greenhouse using a timber pile, which was recently established on Gyehwa-do reclaimed land, in order to obtain base data for the construction of a greenhouse on reclaimed land. The results of this study are as follows. foundation and timber pile increased over time, irrespective of the interior and exterior of the upon investigation of the ground, it was confirmed that there was no soft rock stratum (bedrock), and that a sedimentary stratum existed under the fill deposit, which is estimated to have been reclaimed during the site renovation. It was also found that a weathered zone was located under the fill deposit and sedimentary stratum, and that the soil texture of the entire ground floor consisted of clay mixed with sand, silty clay, and granite gneiss, in that order, regardless of boreholes. In addition, the underground water level was 0.3m below ground, regardless of boreholes. Despite a slight difference, the settlement of the greenhouse or measurement sites (channels). With regard to the pillar inside the greenhouse, except in the case of CH-2, the data at a site located on the side wall of the greenhouse (wind barrier side) indicated vibrations of relatively larger amplitude. Moreover, the settlement showed a significant increase during a certain period, which was subsequently somewhat reversed. Based on these phenomena, it was verified that the settlement range of each site in the interior and exterior of the greenhouse was between 1.0 and 7.5mm at this time, except in the case of CH-1. The results of the regression analysis indicated good correlation, with the coefficient of determination by site ranging between 0.6362 and 0.9340. Furthermore, the coefficient of determination ranged between 0.6046 and 0.8822 on the exterior of the greenhouse, which is lower than inside the greenhouse, but still indicates significant correlation.