• 한국지반공학회논문집
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• 제15권1호
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• pp.41-52
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• 1999

다짐 전.후의 지반개량정도와 개량깊이를 평가하기 위하여 일반적으로 SPT와 CPT가 많이 사용된다. 두 방법 모두 일점시험으로서 대규모 현장에서 사용될 경우 매우 많은 시간을 필요로 하며, 지반종류와 실험 숙련도에 따라 시험결과가 영향을 받는다. 본 논문에서는 표면파시험과 공진주시험결과를 결합하여 다짐 전.후의 지반개량정도와 개량깊이를 평가하는 방법을 제안하였다. 표면파 시험은 다짐 전.후의 지반의 전단파속도주상도를 회득하는데 사용되며, 공진주시험은 단일상관관계를 가지는 정규다짐 화된 전단파속도와 밀도와의 관계를 결정하는데 사용된다. 마지막으로 제안된 방법의 타당성을 검증하기 위하여 영종도(인천)국제공항 건설현장에서 제안된 평가절차에 따라 표면파시험결과와 공진주시험결과로부터 깊이별 개량정도를 추정하였으며, 이로부터 제안된 방법의 현장적용 가능성을 확인할 수 있었다.

• 한국분말재료학회지
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• 제12권6호
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• pp.422-427
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• 2005

The $Al_2O_3$ with various phases were prepared by simple ex-situ hydrolysis and spark plasma sintering (SPS) process of Al powder. The nano bayerite $(\beta-Al(OH)_3)$ phase was derived by hydrolysis of commercial powder of Al with micrometer size, whereas the bohemite (AlO(OH)) phase was obtained by hydrolysis of nano Al powder synthesized by pulsed wire evaporation (PWE) method. Compaction as well as dehydration of both nano bayerite and bohemite was carried out simultaneously by SPS method, which is used to fabricate dense powder compacts with a rapid heating rate of $100^{\circ}C$ per min. under the pressure of 50MPa. After compaction treatment in the temperature ranges from $100^{\circ}C\;to\; 1100^{\circ}C$, the bayerite and bohemite phases change into various alumina phases depending on the compaction temperatures. The bayerite shows phase transition of $Al(OH)_3{\to}{\eta}-Al_2O_3{\to}{\theta}-Al_2O_3{\to}\alpha-Al_2O_3$ sequences. On the other hand, the bohemite experiences the phase transition from AlO(OH) to ${\gamma}-Al_2O_3\;at\;350^{\circ}C.$ It shows AlO(OH) ${\gamma}-Al_2O_3{\to}{\delta}-Al_2O_3{\to}{\alpha}-Al_2O_3$ sequences. The ${\gamma}-Al_2O_3$ compacted at $550^{\circ}C$ shows a high surface area $(138m^2/g)$.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1427-1439
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• 2008

The quality of track-bed fills of railways has been controlled by field measurements of density (${\gamma}_d$) and the results of plate-load tests. The control measures are compatible with the design procedures whose design parameter is $k_{30}$ for both ordinary-speed railways and high-speed railways. However, one of fatal flaws of the design procedures is that there are no simple laboratory measurement procedures for the design parameters ($k_{30}$ or, $E_{v2}$ and $E_{v2}/E_{v1}$) in design stage. A new quality control procedure, in parallel with the advent of the new design procedure, is being proposed. This procedure is based upon P-wave velocity involving consistently the evaluation of design parameters in design stage and the field measurements during construction. The key concept of the procedure is that the target value for field compaction control is the P-wave velocity determined at OMC using modified compaction test, and direct-arrival method is used for the field measurements during construction. The procedure was verified at a test site and the p-wave velocity turned out to be an excellent control measure. The specifications for the control also include field compaction water content of $OMC{\pm}2%$ as well as the p-wave velocity.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.706-713
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• 2004

This paper introduced an alternative method called USCP (Unpenetrated Sand Compaction Pile). In USCP, the toe of the sand pile does not reach to the lower supporting layer. Hence it is possible to reduce the amount of sand required. However, the degree of improvement could not be the same as SCP. Effective soil improvement, nevertheless, might be possible by combining both methods. In this paper, an improved method that cross over both SCP and USCP was discussed. And in order to verify applicability to a clay layer, consolidation behaviors with different conditions were analyzed and compared using FEM(Finite Element Method) based on the elasto-viscosity theory. From the results, it is concluded for the characteristic of settlement of USCP that the lower degree of replacement and the smaller ratio of penetration($H_d/H$), the larger is the settlement of the lower part of the clay layer comparing to the layer with no improvement. It is also concluded that the ratios of allotment of stress (m) calculated from the final settlements with 30% of degree of replacement are $1.8{\sim}3.3$ for $H_d/H=lOO%,\;1.8{\sim}4.0\;for\;H_d/H=75%,\;and\;1.8{\sim}3.8\;for\;H_d/H=50%$. Besides, the ratio of allotment of stress decreased as the degree of replacement decreased.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1042-1050
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• 2008

In this study, SCP method was used by purpose to improve loose sand and soft clay that is drilled Sand Compaction Pile in underground. Settlement behavior of field analyzed through SCP method. When sand Compaction Pile drilled in clay, forming composite ground that foundation and Sand Compaction Pile behavior. According to SCP method can expect bearing capacity improvement, Settlement reduction, lateral flow protection. SCP increase the consolidation settlement of ground and it reduce settlement for that purpose increase liquefaction resistance, lateral Resistance. Because SCP had been widely used for sand. Area of Inchon-A by sand compose clay and silt to upper Ground and compose soft clay to under ground. After pre-loading, it measured settlement by extensometer and settlement extensometer that purpose of ground improvement with 13% in replacement ratio. The result analyzed settlement behavior is similar to Multi-layered Ground that it happened to elastic settlement at upper ground and to consolidation settlement at under ground.

• 한국분말재료학회지
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• 제14권6호
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• pp.362-366
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• 2007

Magnesium and magnesium alloys are promising materials for light weight and high strength applications. In order to obtain homogeneous and high quality products in powder compaction and powder forging processes, it is very important to control density and density distributions in powder compacts. In this study, a model for densification of metallic powder is proposed for pure magnesium. The mode] considers the effect of powder characteristics using a pressure-dependent critical density yield criterion. Also with the new model, it was possible to obtain reasonable physical properties of pure magnesium powder using cold iso-state pressing. The proposed densification model was implemented into the finite element method code. The finite element analysis was applied to simulating die compaction of pure magnesium powders in order to investigate the density and effective strain distributions at room temperature.

• 한국결정성장학회지
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• 제8권2호
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• pp.356-364
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• 1998

$ZTA:\;Al_2O_3/\;15\;vol{%}\;ZrO_2$ (Zirconia Toughened Alumina : ZTA)를 상압소결에 의해 제조시 분무건조한 granule의 특성에 따른 성형밀도 및 소결밀도의 변화를 고찰하여, 소결밀도의 재현성을 향상시킬 수 있는 성령 공정 조건을 제시하였다. 결합제의 첨가 유무에 따라 granule의 구형도, 평균크기, granule 내의 hollow의 생성정도, 수분함유량 등이 다름을 확인하였다. granule의 물성 차이가 성형거동에 미치는 영향을 성형압(80~120MPa)과 성형방법(일축성형과 정수압 성형)에 따른 성형밀도의 변화를 통하여 조사하였다. granule의 특성 변화에 의한 밀도의 낮은 재현성은 성형압과 성형방법의 최적화를 통하여 극복될 수 있음을 확인하였다. 즉 가능한 낮은 압력(80MPa)에서 일축성형한 후 고압(500MPa)에서 정수압 성형하였을 때 소결후 밀도변화는 1%이내에서 조절되었다.

• 한국분말재료학회지
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• 제21권3호
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• pp.196-201
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• 2014

In this study, nanocrystalline Cu-Ni bulk materials with various compositions were cold compacted by a shock compaction method using a single-stage gas gun system. Since the oxide layers on powder surface disturbs bonding between powder particles during the shock compaction process, each nanopowder was hydrogen-reduced to remove the oxide layers. X-ray peak analysis shows that hydrogen reduction successfully removed the oxide layers from the nano powders. For the shock compaction process, mixed powder samples with various compositions were prepared using a roller mixer. After the shock compaction process, the density of specimens increased up to 95% of the relative density. Longitudinal cross-sections of the shock compacted specimen demonstrates that a boundary between two powders are clearly distinguished and agglomerated powder particles remained in the compacted bulk. Internal crack tended to decrease with an increase in volumetric ratio of nano Cu powders in compacted bulk, showing that nano Cu powders has a higher coherency than nano Ni powders. On the other hand, hardness results are dominated by volume fraction of the nano Ni powder. The crystalline size of the shock compacted bulk materials was greatly reduced from the initial powder crystalline size since the shock wave severely deformed the powders.

• 한국지반공학회논문집
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• 제33권6호
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• pp.27-36
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• 2017

자갈다짐말뚝(Gravel Compaction Pile) 공법은 연약지반 개량공법 중의 하나로 육상 및 해상에서 연약 지반을 개량하기 위해 많이 사용되어 왔다. 자갈다짐말뚝으로 보강된 지반의 극한 지지력은 자갈다짐말뚝 및 지반의 강도, 치환율, 시공조건 등에 영향을 받으며 이를 예측하기 위한 다양한 예측식이 제안되었다. 하지만 기존 예측식을 활용한 극한지지력 예측은 오차율 및 변동성이 매우 크며, 실제 설계에 활용하기에는 부적합한 것으로 나타났다. 본 연구에서는 자갈다짐말뚝으로 보강된 지반의 극한 지지력을 예측하기 위하여 현장 재하시험결과를 활용한 다중회귀분석을 수행하였으며, 단일잔류 교차검증에 따른 예측오차평가를 통하여 가장 효율적인 입력변수를 선정하고 이에 대한 극한 지지력 예측식을 제안하였다. 또한 선정된 입력변수를 활용하여 인공신경망 적용에 따른 극한 지지력 예측오차를 평가하고 이를 기존 예측식에 따른 결과와 비교 분석하였다.

• 한국지반신소재학회논문집
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• 제16권2호
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• pp.149-158
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• 2017

저수지 제방의 그라우팅시 가장 이상적인 주입형태는 침투주입이지만 일반적으로 침투와 할렬주입이 복합적으로 시공되어 원지반의 교란이 발생될 가능성이 존재한다. 이와 같은 문제점을 개선하기 위하여 이상적인 침투주입을 가능하게 하는 그라우트 재료를 이용하여 저압주입과 팽창제를 이용한 주입재의 팽창력으로 그라우팅 주입공 주변에 대한 다짐을 실시하고 순차적으로 그라우트재를 주입하는 방법이 유용하다. 본 연구에서는 그라우트 주입공 주변에 대한 침투다짐효과를 얻기 위하여 하이브리드형 주입재와 팽창제를 혼합한 침투다짐 그라우트를 PC(Permeable Compaction)팩커를 이용하여 주입한 그 효과에 대해 고찰하였다, 본 연구결과, PC팩커와 침투다짐 그라우트를 저수지 보수보강 그라우팅 공사에 적용할 경우 저수지 차수 그라우팅의 성능기준에 부합하는 침투다짐효과가 발휘될 수 있음을 확인하였다.