• 한국토양비료학회지
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• 제46권6호
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• pp.482-486
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• 2013

Assessment of nutrient balance in region unit is important to make a decision on nutrient management in agriculture. In this study, the nutrient demand in arable land and nutrient supply from livestock manure and chemical fertilizer were estimated from pig-concentrated areas. Three regions (H, I and J) were selected on the basis of pig numbers per unit area of arable land. In H and I regions, nitrogen amount from pig manure occupied about 50% of total livestock manure. Nutrient supply was three times higher compared to the nutrient demand in each of 3 regions. Soil available phosphate of higher pig-populated area in regional unit was higher than less populated livestock area. Therefore, livestock manure-derived regional management and monitoring of soil nutrient contents is necessary for the minimization and improvement of nutrient surplus.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.601-606
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• 2002

This study explored physical properties of a hardened cement and a concrete specimen using a high performance cement type solidification consisting of a weathered granite soil and a yellow soil mainly. Also the development of high performance cement type solidification was purposed for an intensity improvement and a long-term durability. As the experimental results, a mortar used by the weathered granite soil shows positive result, however using the yellow soil as a mortar Shows less positive result at the compressive strength. Also the dynamic modulus of elasticity measurement result, the concrete specimens used by the weathered granite and the yellow soil reached above 90%, so it seems to have the durability of freezing and thawing.

• Structural Engineering and Mechanics
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• 제23권3호
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• pp.249-262
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• 2006

In this paper, a simplified mathematical procedure is presented to incorporate nonlinearity in soil material to predict the deceleration time history, penetration depth and other relevant parameters for normal impact of missiles into soil targets. Numerical method is employed for these predictions. The results of the study are compared with experimental observations and predictions available in the literature. A good agreement is found with experimental observations and an improvement is observed with existing predictions. A comparison is also made with linear soil model. Some parametric studies are also carried out to obtain the results of practical interest.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.127-134
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• 2000

Soil nailing is in-situ ground improvement technique of reinforcing soils using passive inclusions for the purpose of slope stability. Also soil nailing, in general, was used and studied as a reinforcement technique at cut slope, but this paper presents the results of study for soil nailing application as a reinforcement technique at the banking over slided slope. In-situ pull-out tests of nails, instrumented with strain gauges, were performed to investigate the maximum pull-out load and to calculate the unit side resistance in each different layer. And the apparent average unit side resistance of this study was compared with that of other sites installed at cut slope.

• Geomechanics and Engineering
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• 제20권6호
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• pp.505-516
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• 2020

In recent years, Nano-technology significantly invaded the field of Geotechnical engineering, particularly in soil stabilisation techniques. Stabilisation of weak soil is envisioned to modify various soil characteristics by the addition of natural or synthetic materials into the virgin soil. In the present study, laboratory experiments were executed to investigate the influence of nano-silica particles in the consistency limits, compressive strength of the soft clay blended with cement. The results revealed that the high compressibility behaviour of soft clay modified to medium-stiff condition with fewer dosages of cement and nano-silica. The mechanism behind the strength development is verified with the previous researches as well as from Fourier Transform Infrared spectroscopy (FTIR), X-ray diffraction test (XRD) and Scanning Electron Microscopy (SEM) analysis. Based on the results, the presence of nano-silica in soft clay blended with cement has a positive effect on the behaviour of soil. This technique proves to be very economical and less detrimental to the environment.

• 기술사
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• 제44권6호
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• pp.45-50
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• 2011

As the Deep Cement Mixing Method is composed of drilled natural soft soil structure and injected cement slurry to be mix together in it, the nature of excavated ground is influenced directly to the application of constructability. Also the nature of in situ soil is the main material, the mix design and construction work plan should be established before the investigation of soil which is performed through the whole site confirm the soil parameter before construction. The nature of investigated soil and water level as should be performed accurately.

• Geomechanics and Engineering
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• 제18권5호
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• pp.503-513
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• 2019

In the present, the liquefaction potential of fiber-reinforced sandy soils was investigated through the energy-based approach by conducting a series of strain-controlled cyclic simple shear tests. In the tests, the effects of the fiber properties, such as the fiber content, fiber length, relative density and effective stress, and the test parameters on sandy soil improvement were investigated. The results indicated that the fiber inclusion yields to higher cumulative liquefaction energy values compared to the unreinforced (plain) ground by increasing the number of cycles and shear strength needed for the liquefaction of the soil. This result reveals that the fiber inclusion increases the resistance of the soil to liquefaction. However, the increase in the fiber content was determined to be more effective on the test results compared to the fiber length. Furthermore, the increase in the relative density of the soil increases the efficiency of the fibers on soil strengthening.

• 토지주택연구
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• 제6권4호
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• pp.221-229
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• 2015

아파트 단지 내 대형교목은 공동주택 외부환경의 질적 수준을 좌우하는 주요한 요인이다. 이것은 단지의 랜드 마크적 활용 및 공간 상징성 제고를 위한 목적으로 활용된다. 그러나 대형교목의 식재는 높은 유지관리비용 및 하자의 발생으로 오히려 외부환경의 질적 저하를 초래하는 요인이 되기도 한다. 이에 본 연구는 공동주택 인공지반에 식재되는 대형 교목을 대상으로, 식재실태를 분석하여 대형교목의 식재 개선방향 제시를 목적으로 한다. 이를 위해 3개 대상지의 대형교목(R20이상) 총 265주를 대상으로, 조경설계계획 및 현장설계 변경사항, 그리고 준공실태를 관련 설계도서 및 현장 조사를 기반으로 식재 현황 및 최소 생육 토심, 추가 토심조치 유형 등을 조사하였다. 그 결과, 공동주택의 대형교목 조경설계는 85% 심근성 수종으로 평균 R35의 대형교목이 인공지반에 식재되고, 평균 65cm 최소 생육 토심이 부족한 것으로 조사되었다. 그리고 현장설계변경은 주로 R30과 R40의 특정 규격에 한정된 검토가 이루어지고, 부족 토심에 대한 추가계획 등은 수반되지 않고 있는 것으로 조사되었다. 다음으로, 추가 토심 확보방안으로 85%가 마운딩으로 조치하였으나, 만족율은 10%내외로 매우 낮아, 조치방법에 문제가 있음을 지적하였다. 또한 대형 교목의 규격과 뿌리근 특성 이외에, 식재 입지선정이 최소 생육 토심 확보에 주요한 요인임을 지적하고, 식재계획 시 개선방안을 제시하였다.

• 한국토양비료학회지
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• 제25권3호
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• pp.195-201
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• 1992

1. 연세층(現世層)(Holocene deposits)의 선상지(扇狀地) 하부(下部)(Fanbase)에 분포된 육성잠재특이산성토(陸成潛在特異酸性土)는 용천(湧泉)이 산재(散在)되어 있는 배수(排水) 약간불량답(若干不良畓) 조건으로서 토층(土層)에는 7~30%의 석력(石礫)이 있는 식양질(埴壤質) 퇴적토(堆積土)이었다. 2. 잠재특이산성토층(潛在特異酸性土層)은 암회갈색(暗灰褐色)으로서 유기물함량(有機物含量)이 3.3~3.8%로 높았고 치화성(置換性)양이온 함량(含量)이 낮은 반면(反面) 황함량(黃含量)이 0.34~0.41%로 높기 때문에 산화후(酸化後) pH($H_2O$)가 3.4~3.8로 낮았다. 3. 잠재특이산성토층내(潛在特異酸性土層內)의 지하수(地下水)(용정(湧井))중(中)에는 약 80ppm의 $SO_4$와 Na, K, Ca, Mg 등의 ion이 다량함유(多量含有)되어 있었고 지표수(地表水)는 더욱 증발(蒸發), 농축(濃縮)되어 있어 인근(隣近) 하천수(河川水)와는 확연(確然)히 달랐으며 잠재특이산성토층(潛在特異酸性土層)은 용출(湧出)되고 있는 지하수(地下水)에 기인(基因)된 것으로 보였다. 4. 형태(形態) 및 이화학적(理化學的) 특성(特性)을 기준(基準)한 Taxonomy 분류(分類)에 의하면 Fine loamy, mixed, Acid, mesic, Sulfic Haplaquepts로 볼 수 있었고 해설적(解說的) 분류단위(分類單位)는 "Week Potential Acid Sulfate Soil" 이었다. 5. 암거배수(暗渠排水)와 석회시용(石灰施用) 및 용토(容土)처리는 표토의 황용탈(黃用脫)과 용수현상(湧水現狀) 억제로 개량 당년(當年)부터 정상적(正常的) 벼재배가 가능하였으나 개량(改良) 3년 후에는 pH가 다시 5.0이하로 되었다.

• 한국농공학회지
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• 제27권4호
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• pp.53-60
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• 1985

The plaster mixed to loam and sandy soil from 4 to 12 percent by dry soil weight, and the compaction, permeability, CBR, unconfined compressive strength and freezingthawing test were performed The results obtained are summarized as follows; 1.The coefficient of permeability reduced sharply at the plaster content of 4 percent, and in the CBR test, the swelling ratio reduced by the increment of plaster content. 2.The addition of plaster increased the unconfined compressive strength by the cementing effect, and it was found that the optimum plaster content, existed with the soil type, which showed the maximum strength 3.It was possible to enhance the unconfined compressive strength of the gypsum-lime-soil mixtures when the optimum content of plaster was mixed to the hydrated lime. 4.In case of sandy soil, the relative frost heave decreased with the mixture of plaster, however in loam soil, the relative frost heave began to increase at the plaster content of 12 percent than non-treated soil. Therefore the optimum plaster content existed for protecting frost heave by the different soil type. 5.The above summarized results make it possible to expect the effects such as improvement of soil properties, decrement of permeability, increment of unconfined compressive strength, and protection of frost heave, etc, therefore, it is considered that it is possible to it is plaster as sub-base materials of road.