• 한국초지조사료학회지
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• 제11권2호
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• pp.84-89
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• 1991

본 시험은 alfalfa파종시 겉뿌림 및 다른 파종방법들이 alfalfa의 생육. 건물수량.조단백질 생산량 및 잡초발생에 미치는 영향을 구명하고자 겉뿌림, 겉뿌림+갈퀴질, 겉뿌림+갈퀴질+쇄압, 경운+산파+쇄압 및 경운+조파+쇄 등 5개 처매구를 두고, 1988년 9월부터 1989년 10월까지 축산시험장 초지시험포에서 수행되였으며, 결과를 요약하면 다음과 같다. 1.경운방법으로 6개월후에 토양산도와 토양의 매화학적 특성은 개선되었다. 2 알팔파의 정착개체수는 갈퀴질이나 쇄압으로 증가하였으며, 겉뿌림보다 경운시 크게 증가 하였다 (P<0.05). 3. 1차 이용시 잡초솔은 갈퀴질이나 쇄압으로 감소하였으며, 겉뿌림보다 경운시 크게 감소하였다. 2차 이용시 잡초솔은 전 시험구에서 현저히 감소하였으나 3차와 4차 이용시 잡초솔은 점차 증가하였다. 4 .알팔파의 건물수량은 갈퀴질이나 쇄압으로 현저히 증가하였으며 겉뿌림보다 경운시 유의적인 증가를 보였고(P<0.05), 경운 산파시 가장 높은 수량을 나타냈다. 5. 2차 이용시 조단백질 생산량은 쇄압으로 증가 하였고, 겉뿌림보다 경운시 크게 증가하였다(p

• 한국지반공학회논문집
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• 제17권6호
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• pp.181-191
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• 2001

조립토 다짐말뚝 공법은 자갈이나 쇄석 등의 조립질 재료를 진동기로 다지면서 지중에 조립토 말뚝을 형성하여 지반을 보강하는 공법으로 연약한 기초지반의 지지력 증가와 침하량 감소 및 압밀배수에 의한 지반개량 효과 등이 있으나, 국내에서는 아직 널리 활용되고 있지 않은 공법이다. 본 연구에서는 정방형 대칭형태 뿐만 아니라 다양한 임의의 배치형태로 설치된 무리형태의 조립토 다짐말뚝에 대해서도 극한지지력의 평가가 가능한 방법을 제시하였으며, 탄소봉을 이용한 실내모형실험을 통해 무리형태의 조립토 다짐말뚝에 대한 파괴메커니즘의 규명과 조립토 다짐말뚝의 중심간격이 좁아짐에 따른 지지력의 변화양상에 대한 규명이 이루어졌다. 탄소봉을 이용한 조립토 다짐말뚝의 모형실험결과, 무리형태의 조립토 다짐말뚝에 있어서 파괴형상은 팽창파괴의 중심점을 서로 연결할 때 중심부로 갈수록 깊어지는 원추형태의 양상을 나타냈으며, 말뚝의 중심간격이 좁아짐에 따라 원추형태의 경사각도는 급해지는 경향을 알 수 있었다. 또한 탄소봉실험에 있어서 모형말뚝의 중심간격이 좁아짐에 따라 인접한 말뚝에 의한 구속효과 및 변형억제 등의 상호작용 효과로 지지력이 증가하였다. 본 연구에서 제안한 극한지지력 평가방법을 이용하여 무리 형태의 조립토 다짐말뚝에 대한 최적 배치형태를 검토한 결과, 지지력 측면에서 조립토 다짐말뚝의 최적배치형태는 중앙부에 집중적으로 설치된 경우로 나타났다.

• 한국지반공학회논문집
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• 제20권2호
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• pp.115-124
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• 2004

조립토 다짐말뚝(granular compaction pile)공법은 비교적 강성이 크고 압축성이 작은 자갈, 쇄석 및 모래 등의 조립질 재료를 사용하여 연약한 지반에 말뚝을 조성하는 공법으로, 기초지반의 지지력 증가, 침하량 감소 및 압밀배수 촉진 등에 의한 지반개량 효과 뿐만 아니라, 사질토 지반에 적용시 지진에 의한 액상화 방지효과도 큰 공법으로 알려져 있으나 국내에서는 아직까지 널리 사용되지 않고 있다. 일반적으로 조립토 다짐말뚝은 Piled-raft system으로 시공되므로, 이 때 조립토 다짐말뚝의 극한지지력에 대한 평가는 팽창파괴 중심부의 깊이에 따라 달라지게 된다. 또한 조립토 다짐말뚝과 주변지반과의 하중분담에 대한 영향 및 지반내에서 조립토 다짐말뚝에 작용하는 구속응력의 변화를 적절하게 고려하여 조립토 다짐말뚝의 극한지지력이 결정되어야 한다. 본 연구에서는, 김 등(1998)에 의하여 연구되었면 조립토 다짐말뚝의 극한지지력 평가에 대한 해석기법을 토대로, 단일 말뚝에 대하여 상재하중의 크기, 재하면적의 크기 및 파괴깊이에 따른 수평구속응력의 변화를 고려하여 극한지지력을산정하기 위한 기법을 부시네스크 식을 이용하여 제안하였다. 또한 제안된 조립토 다짐말뚝의 극한지지력 평가 기법의 타당성을 실내모형 실험 및 수치해석 프로그램인 PFC-2D 프로그램을 이용한 수치해석 결과와의 비교, 분석을 통해 검증하였다.

• 한국농공학회지
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• 제21권2호
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• pp.81-103
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• 1979

The weathered granite soil involves problems in its stability in soil structures depending upon the reduction of soil strength due to the water absorption, crushability, and content of colored mineral and feldspar. As an attemt to solve the problems associated with soil stability, the crushability of weathered granite soil was investigated by conducting tests such as compaction test, CBR test, unconfined compression test, direct shear test, triaxial compression test, and permeability test on the five soil samples different in weathering and mineral compositions. The experimental results are summarized as follows: The ratio of increasing dry density in the weathered granite soil was high as the compaction energy was low, while it was low as the compaction energy was increased. The unconfined compressive strength. and CBR value were highest in the dry side rather than in the soil with the optimum moisture content, when the soil was compacted by adjusting water content. However, the unconfined compressive strength of smples, which were compacted and oven dried, were highest in the wet side rather than in soil with the optimum moisture content. As the soil becomes coarse grain, the ratio of specific surface area increased due to increased crushability, and the increasing ratio of the specific surface area decreased as the compaction energy was increased. The highest ratio of grain crushability was attained in the wet side rather than in the soil with the optimum moisture content. Such tendency was transforming to the dry side as the compaction energy was increased. The effect of water on the grain crushability of soil was high in the coarse grained soil. The specific surface area of WK soil sample, when compacted under the condition of air dried and under the optimum moisture content, was constant regardless of the compaction energy. When the weathered granite soil and river sand with the same grain size were compacted with low compaction energy, the weathered granite soil with crushability had higher dry density than river sand. However, when the compaction energy reached to certain point over limitation, the river sand had higher dry density than the weathered granite soil. The coefficient of permeability was lowest in the wet side rather than in the optimum moisture content, when the soil was compacted by adjusting soil water content. The reduction of permeability of soil due to the compaction was more apparent in the weathered granite soil than in the river sand. The highly significant correlation coefficient was obtained between the amount of particle breakage and dry density of the compacted soil.

• 한국세라믹학회지
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• 제32권4호
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• pp.462-470
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• 1995

The characteristics of spray-dried granules are important for dry pressing operation since they have great influences on die-filling, compaction ratio, and resulting green microstructure. An attempt was made to control granule morphology and the packing structure of fine Si3N4 particles in granules by adjusting suspension property. Mercury porosimetry was used to characterize the pore structures of both granules and green compacts. Finally, the effects of particle packing structure in granules and green microstructure on sintering behavior were investigated.

• 한국농공학회논문집
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• 제52권4호
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• pp.73-81
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• 2010

The cemented sand and gravel (CSG) method is a construction technique that adds cement and water to rock-like materials, such as rivered gravel or excavation muck which can be obtained easily at areas adjacent to dam sites. This study was performed to evaluate the compaction and compressive strength properties of stress-strain, elastic modulus and fracture mode CSG materials reinforced polypropylene fiber. Polypropylene fiber widely used for concrete reinforcement is randomly distributed into cemented sand. The two types of polypropylene fiber (monofillament and fibrillated fiber) were used and fiber fraction ratio was 0, 0.2 %, 0.4 %, 0.6 % and 0.8 % by the weight of total dry soil. The effect of fiber fraction ratio and fiber shape on compaction and compressive strength were investigated. The optimum moisture contents (OMC) of CSG material increased as fiber fraction increased and the dry density of CSG material decreased as fiber fraction. Also, the maximum increase in compressive strength was obtained at 0.4 % content of monofillament and fibrillated fiber. CSG material behaviour was controlled not only by fiber fraction but also fiber distribution, fiber shape and fiber type.

• 한국분말재료학회지
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• 제18권3호
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• pp.221-225
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• 2011

In the current study, the effects of particle size on compaction behavior of water-atomized pure iron powders are investigated. The iron powders are assorted into three groups depending on the particle size; 20-45 ${\mu}M$, 75-106 ${\mu}M$, and 150-180 ${\mu}M$ for the compaction experiments. The powder compaction procedures are processed with pressure of 200, 400, 600, and 800 MPa in a cylindrical die. After the compaction stage, the group having 150-180 ${\mu}M$ of particle size distribution shows the best densification behavior and reaches the highest green density. The reason for these results can be explained by the largest average grain size in the largest particle group, due to the low plastic deformation resistance in large grain sized materials.

• 한국농공학회논문집
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• 제57권6호
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• pp.107-115
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• 2015

The objective of the this study is to find the breakage index and changes in permeability of Bottom ash from thermoelectric power plants in Korea. Bottom ash was crushed by compaction according to compaction energy from 0 to $1661.4\;kN/m^2$. The particle size distribution was estimated by sieve analysis. The various breakage indexes were used for analyzing the change in particle size distribution and effect of compaction energy. In the result, breakage indexes were increased as compaction energy and initial upper 4.75 mm diameter ratio, but values and tendencies of breakage indexes appeared in different as calculation method of breakage indexes. The coefficient of permeability was decreased with particle breakage, but decreasing ratio of permeability was very small. Bottom ash has a higher permeability than the weathered soil and it is considered high usability as a permeable materials.

• 한국지반공학회논문집
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• 제21권5호
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• pp.143-151
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• 2005

본 연구는 불포화토의 역학적 특성, 특히 메트릭 흡인력(matric suction)을 이용하여 다짐토의 압밀 항복응력을 산정하는 방법에 대해 검토되었다. 이를 위해, 두 종류의 시험을 실시하였다. 하나는 흡인력을 측정하기 위하여 정적 다짐시험이 실시하였으며, 다른 하나는 수침시키지 않은 다짐토의 압밀시험을 실시하였다. 그 시험 결과, 다짐곡선 상에 흡인력의 분포를 나타낼 수 있었으며, 압밀시험에서 간극비의 변화는 흡인력에 의존하는 것을 알 수 있었다. 이상의 시험결과를 기초로 하여, 다짐 곡선을 포함하는 다짐토의 압밀 항복 응력을 산정하는 새로운 방법을 제안하였다.

• Nuclear Engineering and Technology
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• 제34권1호
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• pp.60-67
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• 2002

The effects of ball-milling time(0 ~4 hrs) have been investigated on the change of powder characteristics, compaction behavior (compaction pressure range : 200 ~400MPa) and sinterability (1700'c in Ha atmosphere) of two different UO$_2$ powders (ex-ADU and ex-AUC) prepared by the wet process. It is observed that, while the ex-ADU UO$_2$ was little affected, the ex-AUC UO$_2$ was largely affected by the ball-milling treatment. This may be attributed to the characteristics of particle size formed during the preparation step, i.e.., the former has a small average size of about 1.0${\mu}{\textrm}{m}$, while the latter has a relatively large average size of about 301n. It appeared that the effective size reduction by ball-milling treatment is limited to the particle size larger than l${\mu}{\textrm}{m}$, and to the extent of maximum decrease in size of about 0.5tn. In the case of ex-AUC UO$_2$, it is observed that the particle size decreased with ball-milling time and green density and sintered density of the pellets prepared from ball-milled powder increased compared with those of pellets prepared from the as-received powder under the same conditions. This may be attributed mainly to the fine particles formed during the ball-milling treatment.