• 한국대기환경학회:학술대회논문집
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• 한국대기환경학회 2006년도 추계학술대회 논문집
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• pp.171-172
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• 2006

• 한국환경농학회지
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• 제27권3호
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• pp.245-252
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• 2008

게르마늄 토양처리시 토성이 벼의 생육 및 게르마늄 흡수에 미치는 영향을 조사한 결과 토성별 벼의 간장,수장,수수 및 천립중은 토성에 따른 유의성이 없이 비슷하였다. 벼 부위 별 건물중량은 모든 토성에서 전반적으로 잎>줄기>뿌리 순으로 높았고, 벼 낟알 부위별 생산량은 현미${\geq}$ 백미${\gg}$쌀겨 순 이었다. 벼 부위별 게르마늄 함량은 미사질양토 처리구의 게르마늄 함량이 잎, 줄기 및 뿌리에서 각각 841, 137 및 2.3 mg $kg^{-1}$로 다른 처리구에 비해 유의성이 있게 높았다. 낟알 부위별 게르마늄 함량은 현미와 백미의 경우 미사질 양토 처리구의 게르마늄 함량이 각각 14.5 및 8.3 mg $kg^{-1}$로 다른 처리구에 비해 높았다. 벼 부위별 게르마늄 흡수량은 현미의 경우 전반적으로 미사질양토>사양토>식양토>양토 순으로 미사질양토 처리구가 $140{\mu}g\;pot^{-1}$로 가장 높았다. 미사질양토 처리구에서 벼 부위별 게르마늄 흡수율은 잎이 19.7%, 줄기가 2.3%, 뿌리가 0.03%, 쌀겨가 3.1% 및 현미가 0.44%(백미 0.25%)로서 총 게르마늄의 25.8%가 흡수되고 토양내에 74.2%의 게르마늄이 잔류하였다. 토성에 따른 쌀의 품질은 토성에 따라 별 차이 없었다. 이상의 결과를 미루어 볼 때 게르마늄 함유 쌀을 효과적으로 생산을 위해서는 시험에 사용된 토성 중 미사질양토가 적합한 것으로 판단되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.529-536
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• 2005

Based on an estimating method for post-cyclic strength and stiffness with cyclic triaxial tests, Direct Simple Shear (DSS) tests were carried out to confirm whether the method can be adapted to DSS test on fine-grained soils: silty clay, plastic silt, and non-plastic silt. Results from post-cyclic DSS tests were interpreted by a modified method as adopted for post-cyclic triaxial tests. In particular, influence of plasticity index for fine-grained soils was emphasised. Findings obtained from the present study are: (i) the higher the plasticity index of fine-grained soils is, the less not stiffness ratio but strength ratio decreases with increment of a normalised excess pore water pressure; and (ii) post-cyclic strength and stiffness results from DSS tests agree well with those predicted by the method modified from a procedure used for triaxial test results.

• 대한토목학회논문집
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• 제13권2호
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• pp.243-252
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• 1993

본 연구에서는 실트를 포함하는 모래의 액상화강도 및 전단특성을 검토하기 위하여 비배수상태에서 동적 단순전단시험 및 동적 삼축압축시험을 행했다. 그 결과 실트를 포함하는 모래의 액상화강도는 일정한 상대밀도의 조건에서는 실트 함유율 30%정도에서 가장 약한 것으로 판명되었다. 그 원인은 실트 함유량에 따른 DILATANCY 특성의 차에 있는 것으로 판단되며 실트를 포함하는 모래의 DILATANCY 특성을 조사하기 위해 정적 배수 및 비배수 전단시험을 행하였다. 그 결과 액상화강도 특성은 배수 및 비배수 전단특성과 밀접한 상관관계를 나타냈으며, 응력-DILATANCY 관계의 기울기인 ${\lambda}$치와 액상화 강도 사이에 는 깊은 관련성이 있음이 판명되었다.

• Ocean and Polar Research
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• 제25권spc3호
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• pp.399-408
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• 2003

The behavior of Suspended Sediment Concentrations (SSC) around a silt screen in a microtidal coastal area was hydrodynamically measured. The current speed at the mid-layer about 30m downstream of the screen reduces to about half that at the same distance upstream. It was caused by the contraction of the vertical section due to the screen. Even during a relatively weak storm period the SSC increases to that of the value caused by dredging. Section-averaged SSC at the downstream of the screen is higher by about 60% than that at the upstream, suggesting that the silt screen plays an adverse effect rather than a constructive role in the reduction of SSC generated by dredging.

• 한국농공학회지
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• 제35권4호
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• pp.47-54
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• 1993

A series of laboratory tests was performed with soil-columns which were compacted with sands and different amount of silt collected from the mid-stream of Gumgang, Korea. A known degree of concentration of PCP(Pentachlorophenol) was poured into the soil-columns and concentration of PCP was monitored and analyzed with time and depth. The results of the study are summarized as follows : 1. PCP was transported into soil along with the movement of moisture under gravitational force. The amount of PCP transported through soil or absorbed by soil varied with soil types. 2. The great amount of PCP was remained at 4~8cm section for the specimen No.2 and at 0~4cm section for the specimen Nos. 3 and 4. Based upon this result it is said that the amount of silt between 30 and 40% may be a threshold value for PCP transported through soil. 3. The amount of PCP remained in the specimen Nos. 2, 3 and 4 is greater than that in the specimen No.1 due to high specific surface of silt and high attraction force between PCP and silt particles in the specimen Nos. 2, 3 and 4. 4. It is said that groundwater under highly permeable soil layer such as specimen No.1 is easily polluted by PCP. That is because the PCP is basically migrated with water under the gravitational force.

• 자원환경지질
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• 제33권3호
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• pp.195-204
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• 2000

order to investigate physical characteristics and element concentrations of sediments, coastal bottom sediments were collected at 20 stations in the vicinity of Youngkwang Nuclear Power Plant. After air drying of samples in the laboratory. article size distribution was examined by Master sizer (X-350F), radio-activity by HPGe ${\gamma}$-spectrphotometer, and element concentrations by ICP-AES and AAS. According to particle size analysis , sediments are mainly composed of silt fraction weith 23% of sand, 65% of silt and 12% of clay on average. Most sediments are derived from muddy environment that silt dominates with the characteristics of 5.3${\varsigma}$ mean particle size, poorly sorted, very fine skewed and lepto-kurtic. Only two sediments are well sorted with sandy silt owing to wind, winnowing action, tide and current andits complex reactions. Element concentrations in the coastal bottom sediments are relatively high at finer sediment and show significant relationship with grain size. Index of geoaccumulation by heavy metals at every sampling station is classified as practically unpolluted. The radioactivities of the sediments were measured for 15 isotope elements, and 2 elements of K-40 and Cs-137 were detected in most sediments. The K-40 is the natural nuclide and the artificial nuclide of Cs-137 was thought to be derived from the fallout of past nuclear weapon test. The results of correlation coefficient between grain size and radioactivity shows that the activity of Cs-137 significantly increases in finer grain.

• 생태와환경
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• 제49권4호
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• pp.289-295
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• 2016

The purpose of this study is to find out the effect of particle size of sediment on adsorption of fluoride. Particle size is classified as sand, silt and clay. Adsorption equilibrium time, adsorption isotherms and the effect of pH were investigated through batch tests. The $pH_{pzc}$ of sand, silt, clay was respectively 6, 8, 4.5 and AEC (anion exchange capacity) was highest in silt, respectively 0.0095, 0.0224, $0.014meq\;g^{-1}$. Adsorption of fluoride on the sediment was in equilibrium within 300 minutes from all particle size. The experimental data of isotherms at various pH were well explained by Freundlich equation. As the experimental results of the effect of pH, the adsorption efficiency of sand and silt were reduced after the $pH_{pzc}$. However, the adsorption efficiency of clay was maintained after the $pH_{pzc}$, and decreased rapidly higher than pH 12.

• 한국광물학회지
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• 제31권4호
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• pp.287-293
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• 2018

한반도 일부 토양에서 비정질 실리카($SiO_2$) 실트 입자들이 발견되었다. 토양 연마박편의 주사전자현미경에서 관찰된 비정질 $SiO_2$ 입자는 타원형이며, 1마이크론 이하의 극미세 공극들이 입자 내부에 집중 분포한다. 입자의 비정질성은 투과전자현미경 격자상 관찰과 전자회절로 확인하였다. 이 이질적인 실트 입자들의 풍성기원 가능성을 확인하기 위하여 중국 황토고원의 풍성퇴적물인 뢰스(loess) 내 $SiO_2$ 실트입자들을 조사하였으나 유사 입자를 확인하지 못하였다. 아직 기원이 명확하진 않지만, 식물규소체나 화산재 풍화물일 가능성이 있다. 토양환경에서 비정질 $SiO_2$ 실트 입자의 장거리 이동 광물먼지(황사) 추적자로서 가능성은 낮다.

• Geomechanics and Engineering
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• 제27권6호
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• pp.595-604
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• 2021

With the advantages of high permeability and strength, pervious concrete piles can be suitable for ground improvement with high water content and low bearing capacity. By comparing the strength and permeability of pervious concrete with different aggregate sizes (3-5 mm and 4-6 mm) and porosities (20%, 25%, 30% and 35%), the recommended aggregate size (3-5 mm) and porosity (30%) can be achieved. The model tests of the pervious concrete piles in soft soil (silt and clay) foundations were conducted to evaluate the bearing characteristics, results show that, for the higher consolidation efficiency of the silty foundation, the bearing capacity of the silty foundation is 16% higher, and the pile-soil stress ratio is smaller. But when it is the ultimate load for the piles, they will penetrate into the underlying layer, which reduces the pile-soil stress ratios. With higher skin friction of the pile in the silty foundation, the pile penetration is smaller, so the decrease of the pile axial force can be less. For the difference in consolidation efficiency, the skin friction of pile in silt is more affected by the effective stress of soil, while the skin friction of pile in clay is more affected by the lateral stress. When the load reaches 4400 N, the skin friction of the pile in the silty foundation is about 35% higher than that of the clay foundation.