• 한국측량학회지
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• 제34권5호
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• pp.515-524
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• 2016

산사태와 같은 피해는 집중 호우 등의 자연현상에 원인이 있다. 적절한 대응책으로는 사방댐 설치와 계류보전 등의 방식을 사용한다. 사방댐은 산비탈 붕괴지의 골이나 이에 접속된 계류의 최상류부에 설치하는 소규모의 댐을 말한다. 본 연구에서는 산사태가 난 후에 추가피해를 방지하기 위한 사방댐이 설치된 지역의 적정성을 분석하였다. 사방댐 최적지 분석을 위한 기존에 설치된 사방댐을 중심으로 접근성과 규모 등을 고려하여 GIS로 토사유실량을 검토하였다. RUSLE 모형으로 연구대상유역의 토사유실량을 검토한 결과 유역 I에서는 약 2%정도의 토양유실 감소효과가 있었고, 유역 II에서는 1% 미만의 토양유실 감소가 있는 것으로 나타났으며, 유역 III에서는 5% 대의 토사유실감소효과가 있는 것으로 나타났다.

• Journal of Forest and Environmental Science
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• 제29권3호
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• pp.226-236
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• 2013

Recently check dam construction number have been increased by becoming known that effectiveness in the control of the landslide and debris flow. However, check dam management standards are not setting yet. Therefore, this study was carried by provide a basic data for the check dam management and inspection in the Gangwondo. The followings are the results of safety inspection on the 274 check dams, which are located in mountain streams, Gangwondo, Republic of Korea. 1. It was determined that, of 274 check dams inspected, 267 check dams (97.4%) generally had a safe condition but 7 check dams (2.6%) had a bad condition that repair and/or complementary measures are required. 2. The check dams with a bad condition had the ages greater than approximately 20 years. This result should be reflected to future stream management strategy including a timing of the specific inspection for durability of check dams. 3. Our finding suggests that the safety inspection of check dams is able to provide basic information required to maintain their own functions, and thus it should be widely applied to stream management strategy against to sediment-related disasters in the future.

• 한국토양비료학회지
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• 제48권5호
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• pp.505-508
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• 2015

Soil bulk density is a key parameter for soil physical property. Much root placed in rhizosphere soil lump, especially in grassland and orchard, makes it difficult to measure soil bulk density. This experiment was carried out to countermeasure the above drawbacks. Volume check apparatus using water-filling method was made of acryl for higher accuracy in bulk density measurement. 10 types of land cover, including bare, tall fescue, rye, and soybean, were used for determining the relationships between root and bulk density. In this study, higher root volume resulted in higher differences in bulk density between in-situ core soil and root-ridded core soil, which indicated the volume check apparatus through water-filling could be useful for increasing the accuracy of bulk density of soils with much root.

• 한국토양비료학회지
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• 제34권2호
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• pp.92-97
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• 2001

염류가 집적된 시설재배지의 강서 미사질 양토에서 1999년부터 2년간 무처리, 심토반전, 심토파쇄, 폭기식 심토파쉐 및 암거배수 등 5개 처리를 하여 토양의 물리적 성질과 작물 생산성을 비교시험하였다. 1. 심토의 물리성 개선효과는 심토반전 > 암거배수 > 심토파쇄 > 무처리 순으로 높았고 2년차까지 잔효가 인정되었으며 토양물리성 개선처리는 통기성을 높이고 근권을 확대시켰다. 2. 심토의 토양수분함량은 심토반전 > 암거배수 > 심토파쇄 > 무처리 순으로 높았으나 큰 차이는 없었다. 또한 토양물리성 개선처리는 무처리구에 비하여 토층내 시기별 토양수분함량 변동폭을 크게 하였다. 3. 토양물리성 개선처리에 의한 토층내 염농도 저하효과는 적었으며 토양물리성 개선구의 수량증대는 염농도 저하나 토층내 양수분 분포개선 보다는 물리성 개선효과가 더 높은 것으로 판단되었다. 4. 토양물리성 개선처리에 의한 평균수량 증대효과는 10~20%정도 이었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.1009-1019
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• 2009

Soil nailing method is widely used in reinforcing slopes and excavating earth. The analysis of nail-reinforced slopes, in order to determine the economical length ratio and nail angle, complicated analytical need to be applied by means of computer programs. Therefor this suggested Soil stability Chart for nailed slopes which may be very useful for pre-design, rapidly design, and final check. Three slope types, three nail length and three nail angles are selected for the stability analysis by using limit equilibrium method of Bishop and French Method. From the above results, this study propose the slope reinforced design charts for dry season and rainy season. This proposed reinforced design charts can check dry season as well as rainy season, also these charts can provide reinforcing requirement, soil nail's economical length ratio and nail angle as well.

• 한국토양비료학회지
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• 제4권2호
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• pp.167-175
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• 1971

김해특이 산성토양에서 벼생육을 저해하는 원인을 구명하고자 폿트에 벼를 재배하면서 생육기간동안 2주일 간격으로 토양 및 용출액 pH, Eh, $Fe^{2+}$, Al 등의 변화를 조사하였고 수확기 식물체에 대해 P, Si, Fe, Al 등을 분석한 결과를 요약하면 다음과 같다. 생육초기에는 무처리구나 석회처리구에서 모두 정상적인 생육을 하였으나 유수형성기 며칠 전에 무처리구에서 갑자기 적갈색반점이 나타나기 시작하여 2~3일 사이에 극심하게 전 부위에 퍼졌다. 이때에 생육이 극히 저해를 받아 그 이후의 생육은 상당히 억제되어 결국 수량에 있어서 큰 차이를 가져왔다. 이 시기에 토양은 급격한 환원이 일어났으며 FeS의 생성이 현저하였으나 유리 $H_2S$는 검출되지 않았다. 피해가 없었든 석회처리구에서는 Al이 검출되지 않았으나 무처리구에서만 토양이나 용출액 중에 Al이 상당량 존재해있었다. $Fe^{2+}$은 토양 중에서는 석회처리구에서 오히려 높았고 용출액 중에서는 석회구보다 무처리구에서 약간 높은 경향이었으나 그차는 크지 않았다. 그러나 용출액중의 $Fe^{2+}$의 함량은 무처리에서 후기 계속 높은 경향이었으나 석회구에서는 극히 낮은 농도로 떨어졌다. 토양에서도 후기에는 석회처리구를 훨씬 능가하여 높은 함량을 보였다. 식물체 분석결과 처리에 무관하게 P의 함량이 보통답에서 자란 벼보다 낮은 경향이었고 석회처리에 의해 Si의 흡수량이 현저히 증가하였다. Fe나 Al의 함량은 무처리구에서 모두 높았는데 Fe 함량 차이가 더 뚜렷하였다. 이는 생육후기에 무처리구에서 $Fe^{2+}$가 계속 높은 함량을 보였기 때문으로 보인다. 결론적으로 이 특이 산성토양에서의 피해는 pH가 낮고 Al 함량이 비교적 높은 상태에서 강한 환원에 의해 유발되는 것으로 생각되어 $Fe^{2+}$에 의한 피해 여부를 조사하기 위해서는 생육기간중 Fe 흡수상황을 식물체 분석을 통하여 더욱 검토하여야 할 것이다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1996년도 경북지부 결성 및 추계학술발표회 논문집
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• pp.58-62
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• 1996

To check the variability of the effective diffusion coefficient in the unsaturated porous soil media. a Monte Carlo simulation was done for the equation suggested by Millington and Quirk(1961). The results shows that the probability density function of D$_{c}$/D$_{o}$ is positively skewed. It means the chance of having less effective diffusion coefficient values in the soil media than mean value is high. Also, the distribution types of D$_{c}$/D$_{o}$ are about same regardless of assumed distribution types of input parameters.ers.ers.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1998년도 공동 심포지엄 및 추계학술발표회
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• pp.236-239
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• 1998

This research was performed to check the transport characteristics of heavy metals in contaminated soil, that is, the influence of humic acid and phosphate on transport characteristics of heavy metals was studied. From the results of column mode experiments about heavy metal behavior, the order time to reach breakthrough and equilibrium was soil ＋ humic acid( 20g ) > soil ＋ humic acid ( 5 g ) > soil without Humic acid addition > soil+humic acid( 50g ). It is because the dissolved organic carbon content increased as the soil organic matter content increased. As the phosphate increased, so did the time to reach breakthrough and equilibrium. The order of time was soil + phosphate( 50 mg ) > soil + phosphate( 20 mg ) > soil . phosphate( 10 mg ) > soil without phosphate addition. It is because the phosphate ion worked as alkalinity donor and the calcium ion co-injected worked as the accelerator of coprecipitation of heavy metals.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2001년도 추계학술대회 논문집
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• pp.520-525
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• 2001

It's strongly recommended to check upon the slope stability of soil nearby railroad, since the freezing-thawing repeat in long term may cause decrease of slope stability. The study is, therefore, focused on the strength characteristic transformation of soil, measuring it experimentally, throughout physical and mechanical tests operated by the freezing-thawing repeat tests. The sampling of weathered soil used for the embankment materials along the domestic railway lines are classified by parent-rock, and then collected after it in the first hand. It tells that Uniaxial strength and axial strain were decreased simultaneously as the frequency of freezing-thawing repeat increased and its range was reduced into 25～85 percentage off comparing to uniaxial strength of unfreezing-soils when about 100 times of freezing-thawing repeats occurred. Following the result of direct shear tests, the cohesion of freezing-soil with freezing-thawing repeats shows 11∼60 percentage less than that of unfreezing-soil but the change of internal friction angle of the soil is extremely slight, enough to ignore. As a result. it could be found that strength characteristic transformation has highly correlated with freezing-thawing repeat.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.309-316
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• 2000

When highly compressible, clayey soil layers lies at a limited depth and large consolidtion settlements are expected as the result of construction, precompression of soil may be used to minimize postconstruction settlement. In this study, we tried to find the possibility about the effect of ground improvement using flat dilatometer at the Inchon International Airport where preloading was installed. Field and laboratory tests were performed for soft ground before and after preloading in order to check the effectiveness of the soft ground improvement and compared with the test results of dilatometer which obtained before and after preloading at the same location Field tests such as flat dilatometer, vane, CPTu tests were performed before and after preloading and undisturbed samples are obtained to carry out laboratory tests. As comparing results, after preloading, unit weight, effective stress, undrained shear strength were increased and we can also check the decrease of consolidation late caused of decrease of void ratio. Furthermore, it is assumed that the possibility on the effect of ground improvement by using the flat dilatometer