• 한국철도학회논문집
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• 제2권4호
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• pp.9-19
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• 1999

The use of compaction grouting evolved in 1950's to correct structural settlement of buildings. Over the almost 50 years, the technology has been developed and is currently used in wide range of applications. Compaction grouting, the injection of a very stiff, 'zero-slump' mortar grout under relatively high pressure, displaces and compacts soils. It can effectively repair natural or man-made soil strength deficiencies in variety of soil formations. Major applications of compaction grouting include densifying loose soils or fill voids caused by sinkholes, poorly compacted fills, broken utilities, improper dewatering, or soft ground tunneling excavation. Other applications include preventing liquefaction, re-leveling settled structures, and using compaction grout bulbs as structural elements of minipiles or underpinning. In this paper, on the basis of the case history constructed in this year, a study has been performed to analyze the basic mechanism of the compaction grouting. Also, the effectiveness of the ground improvement and the bearing capacity of the compaction pile has been verified by the Cone Penetration Test(CPT) and Load Test. Relatively uniform compaction grouting column could be maintained by planning the quality control in the course of grouting. And, the Qualify Control Plan has been conceived using grout pressure, volume of grout and drilling depth.

• 한국토양비료학회지
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• 제32권2호
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• pp.123-131
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• 1999

우리나라의 주요 조미채소인 고추, 마늘 및 양파 주산지 토양의 물리화학적 특성 및 화학성분함량을 조사하여 토양관리 및 시비 기준설정의 기초자료로 활용하기 위하여 고추(132개지점), 마늘(59개지점) 및 양파(24개지점) 주산지 총 215개 지점의 근권토양을 채취하여 분석하였다. 우리나라 고추, 마늘 및 양파 주산지 토양은 사양토(SL)와 양토(L)가 전체의 68% 이상을 차지하였으며, 토성별 빈도분포는 양토(L. 35.4%) > 사양토(SL,31.6%) > 미사질양토(SiL, 14.9%) > 식양토(CL.7.0%)의 순이었다. 토양 pH는 마늘 및 양파재배지 토양은 평균 6.0 이상이었으나 고추재배지 토양은 5.5로서 낮았으며, 전체조사지역의 58.7%인 126개 지점이 6.0 이하였으며, pH 5.0 이하인 지점도 전체의 21.4%인 46개 지점이었으며, 7.1 이상인 지역은 약 10.3%인 22개 지점이었다. 토양유기물 함량은 전반적으로 $20{\sim}30g\;kg^{-1}$ 수준이H으며 양파재배지 토양에서 다소 높게 나타났다. 유효 $P_2O_5$는 $719{\sim}746mg\;kg^{-1}$ 범위로서 작물간에 큰 차이는 없었으며, 빈도분포는 전체 조사지역중 62.8%가 유효 $P_2O_5$ $600mg\;kg^{-1}$ 이상으로서 기준치를 초과하였으며 $1,000mg\;kg^{-1}$ 이상도 전체의 22.3%를 차지하였다. 치환성 양이온인 K 및 Ca 함량은 마늘(1.27 및 $9.11cmol\;kg^{-1}$) 및 양파(1.20 및 $8.39cmol\;kg^{-1}$)재배지토양이 고추재배지 토양(0.96 및 $5.87cmol\;kg^{-1}$)에 비하여 높았으며, Mg 함량은 마늘재배지 토양이 $2.17cmol\;kg^{-1}$으로서 가장 높았으며, 고추 및 양파재배지토양은 각각 약 1.51 및 $1.80cmol\;kg^{-1}$으로 마늘재배지 토양에 비하여 낮게 나타났으나 치환성 양이온인K, Mg 및 Ca모두 경작지 토양의 적정수준 이상으로 함유되어 있었다. 그리고 미량원소는 Fe는 $54.3{\sim}60.1mg\;kg^{-1}$ 범위, Mn은 $31.3{\sim}42.3mg\;kg^{-1}$ 범위 Cu및 Zn은 각각 1.7~2.3 및 $4.8{\sim}5.5mg\;kg^{-1}$ 범위였다.

• 한국농공학회논문집
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• 제57권3호
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• pp.87-92
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• 2015

Cultivation on reclaimed tidal land is often difficult in the problem such as high salinity of soil, bad drainage because of high level of groundwater. Many researches have been made efforts to solve these problems, but effect of improvement is low and practicality is insufficient. In this study, through numerical analysis of the transport properties of salt and water, we suggested underground drainage of the reclaimed land and the desalination promotion methods in the soil. The results of characteristic of desalination and seepage analysis of underdrain show that underdrain is able to increase twice of the underground seepage amount when installing perforated pipe with horizontal filter (width 50cm) more than installing only the perforated pipe. For soil which coefficient of permeability is below $1{\times}10^{-4}cm/s$ that desalination with pond water is not possible, a method to increase the permeability of the soil is necessary. Therefore, it was concluded that application of underdrain using perforated pipe with horizontal filter would be low-cost and practical.

• Journal of Forest and Environmental Science
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• 제28권4호
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• pp.227-231
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• 2012

Reforestation is one of the most important ways to reduce erosion soil. The objective of this study was to determine the effect of jellyfish soil amendment on seedling growth for reforestation. 100g jellyfish soil amendment was applied into planting hole for the purpose of improvement of the Chamaecyparis obtusa seedling growth. Results showed that during growing period, mortality were 4.4% for the fertilized group and 8.3% for control group. The seedling average height and root diameter were 95.0 cm and 1.07 cm in fertilized group and 40.6 cm and 0.74 cm in control group. The fertilized group was found to be superior (by 1 to 5%) to control group in terms of mortality rate, seedlings height, and root diameter. The positive growth of the fertilized group can be due the increase in soil moisture and the higher availability of nutrients to the plants from jellyfish fertilizer.

• 한국지하수토양환경학회지:지하수토양환경
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• 제15권5호
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• pp.8-15
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• 2010

The purpose of this research is to check the validation of an auto-analysis method combined with aqua regia digestion apparatus for improvement of water distillation method used as a fluorine test of soil. Fluorine contents of CaO used in the pretreatment course of water distillation method were 120 mg/kg ~ 5,064 mg/kg at the blank test, which was exceeded up to maximum 12.5 times of the soil standard, so it was estimated due to a effect of fluorine existing as impurities of CaO. The recovery test of the same samples indicated that water distillation method and auto-analysis method were 134.5mg/kg and 161.7mg/kg respectively, the recovery ratio of the latter was 16.8% higher than the formal. The validation test of two methods satisfied the standard, but auto analysis method was excellent more than distillation method. Also, auto analysis method could save a analysis time up to maximum 4.7 times by comparison with water distillation method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.984-999
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• 2010

A long-term field demonstration experiment of selected stabilization method to reduce the heavy metal mobility in farmland soil contaminated by heavy metals around abandoned mine site was conducted. Field demonstration experiments were established on the contaminated farmland with the wooden plate(thickness=1cm) which dimension were width=200cm, Length=200cm, height=80cm and filled with treated soil, which was mixed with lime stone and steel refining slag except on control plot. Soil samples in the plots were collected and analyzed during the experiment period(2008. 2~2008. 8) after the installation of the plots. Field demonstration experiments results showed that the application ratio of lime stone 5% was effective for immobilizing heavy metal components in contaminated farmland soil.

• Agricultural and Biosystems Engineering
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• 제6권2호
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• pp.59-64
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• 2005

In the study, the cone index, the cohesion and the internal resistant angle of soil were measured before and after tillage in order to suggest relative improvement in soil properties. The tillage methods tested in the study were five combinations of plow and rotary tillage operation and the experiments were performed on five selected test fields. The maximum tillage depth was 20 cm under the ground. The CIs for all the tillage operations were improved in comparison with those before tillage. The best combination of tillage operations for improving the CIs of soil was one plow operation followed by one rotary. After applying the tillage operations, the internal resistance angle reduced by 7-8 degree and the cohesion decreased up to about $1N/cm^2$ in comparison with those before tillage. We concluded that the cone index, the cohesion and the internal resistant angle of soil could be used as measures for representing the relative degree of tillage for a specific tillage operation. In addition, the study was useful as a basic research tool for developing an decision making system that determines an optimal tillage method with soil properties.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.888-895
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• 2009

Compaction is a process of increasing soil density using physical energy. It is intended to improve the strength and stiffness of soil. In embankment, degree of compaction affects the construction time, money, also method of soil improvement. In large scale embankment project, difficulties of embankment should change due to uncertainty of settlement. So it is very important to predict the final settlement and factor of safety induced by embankment. In many construction site, there are primarily design of high embankment using in-situ soil. Therefore numerical analyses are necessary for valid evaluation of the settlement prediction. But due to the construction cost and schedule, there were lacking in properties of soil and also limited number of in-situ test were performed. So we proposed the method that can easily estimate the proper soil parameters and suggest the proper method of numerical analysis. From this, two-dimensional finite-difference numerical analysis was conducted to investigate the settlement and factor of safety induced by embankment with various case of compaction rate and embankment height.

• 한국지반신소재학회논문집
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• 제16권2호
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• pp.159-164
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• 2017

본 논문에서는 화강풍화토 조건에서 온도변화에 따른 지반의 하중지지 특성의 변화를 관찰하기 위해 실험을 진행하였다. 지반의 온도변화의 시간의 흐름에 의한 각 지층의 온도 및 체적함수율(V.W.C)를 지속하여 측정하여 온도변화가 보강토에 미치는 영향을 확인하였다. 또한 온도상승 후 지반에 수직으로 Loading-Unloading 작용을 통해 열에 의한 지반의 열-수리-역학적 관점에서의 하중지지력을 검토하였으며 비보강 지반과 실제 보강토 옹벽에서처럼 보강재와 배수층을 설치한 지반내 온도작용에 의한 배수작용과 보강재의 영향에 관하여 분석하였다. 그 결과 열교환 장치를 설치한 경우 수직하중의 강도가 더 크게 나타나 지반의 강도가 증가한 것으로 나타났다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제27권2호
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• pp.36-40
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• 2022

To respond to rapidly changing water circumstances such as climate change, drought, etc., the korean government (MOE) established four advanced strategies for integrated groundwater management. The first strategy is watershed-based management of groundwater. The second strategy is total quantity management of groundwater including improvement of groundwater preservation area policy and procedure of investigation for groundwater influence area, additional construction of groundwater dam, installation of large-scale public wells, extention of spilled groundwater use. The third strategy is prevention of groundwater contamination including expansion of monitoring wells, introducing declaration of groundwater contamination. The last strategy is advancement of groundwater information management including integrated management of data, setting up a big-data based open platform. The above-mentioned four strategies will be reflected in the 4th National Groundwater Management Plan to secure implementation power, and it is expected to laid the foundation for advanced and rational groundwater management system.