• 한국정밀공학회지
• /
• 제17권4호
• /
• pp.29-37
• /
• 2000

At present there are many theories as to how various lubricants used in forging perform the role of reducing friction. Little work has been carried out to determine the validity of these theories for solid lubricants. This paper covers the development and preliminary results of the experiments devised to illustrate the movement of graphite at the workpiece/tool interface in the work forging temperature range. The paper describes the results obtained from upsetting of rings between two flat dies for measurement of lubricant thickness and compaction of graphite for density-pressure relationship. These allowed the lubricant to be exposed to forging conditions and by applying the principles of Male's ring test the simple generation of a value fur friction factor could also be determined. The experiments have been undertaken to examine the behavior of lubricant for shot blasted surface and change of surface roughness. A simple computer model of the interface has been constructed characterizing the graphite layer in an attempt to simulate the boundary mechanics.

• 한국분말재료학회지
• /
• 제16권4호
• /
• pp.268-274
• /
• 2009

For the purpose of obtaining basic information on the development of lead-free materials, a high density composites (a) W-Cu, (b) W-Sn (c)W-Cu-Sn and (d) W-Cu-Ni were fabricated by the P/M method. The particle size of used metal powders were under 325 mesh, inner size of compaction mould was $\phi8$ mm, and compaction pressure was 400 MPa. A High density composite samples were sintered at a temperature between $140^{\circ}C$ and $1050^{\circ}C$ for 1 hour under Ar atmosphere. The microstructure, phase transformation and physical properties of the sintered samples were investigated. As the results, the highest relative density of 95.86% (10.87 g/$cm^3$) was obtained particularly in the sintered W-Cu-Sn ternary system sample sintered at 450 for 1hr. And, Rockwell hardness (HRB) of 70.0 was obtained in this system.

• 한국분말재료학회지
• /
• 제16권4호
• /
• pp.275-279
• /
• 2009

The aging characteristics of gas atomized Mg-6 wt.% Al-1 wt.% Zn alloy were investigated and compared to those of cast Mg-6 wt.% Al alloy. The gas atomized Mg-6 wt.% Al-1wt.% Zn alloy powders had spherical morphology between 1 and 100 $\mu m$ in diameter. After compaction under the pressure of 700 MPa at $320^{\circ}C$ for 10 min, the Mg-6 wt.% Al-1 wt.% Zn alloy showed a grain size of approximately 40 $\mu m$ which is smaller than that of the cast Mg-6 wt.% Al alloy, and a relative compact density of approximately 93%. After ageing, the Mg-6 wt.% Al-1 wt.% Zn alloy showed much faster peak hardness than cast Mg-6 wt.% Al alloy. The Mg-6 wt.% Al-1 wt.% Zn alloy showed the new fine precipitations with ageing time, while the cast Mg-6 wt.% Al alloy was almost similar morphology.

• 한국농공학회지
• /
• 제39권6호
• /
• pp.80-87
• /
• 1997

A series of tests was performed to determine a threshold concentration of water-soluble organic permeant(ethanol) for permeability to be increased in clay and to estimate long-term permeability behaviors, effects of overburden pressure and compaction conditions on permeability in clay. Results of study are as follows ; 1. A threshold concentration of water-soluble organic permeant(ethanol) in clay was about 7O~8O% and its dielectric constant was 40, and dielectric constant seems to be closely related with absolute permeability. 2. Permeability of long-term tests was more or less larger than that of short-term tests. 3. Overburden pressures applied for a long time elapsed have little effects on the restriction of permeability increase. 4. Since water content has no effects of compaction capability when it is compacted with OMC or wet side of OMC, its permeability is to be estimated as same level of dry side of OMC. 5. Clays matured in the humid chamber are increased in permeability 2 times larger than unmatured ones. Thixotropy, therefore, should be considered in the design procedures because field conditions of construction would be quite similar to this..

• 한국해양공학회지
• /
• 제20권4호
• /
• pp.9-16
• /
• 2006

A new wave-absorbing system, called the liquefied sandbed wave barrier (LSWB) system, is currently under development at the Port and Airport Research Institute (PARI) of Japan. The wave damping effect by the LSWB system is substantial, as confirmed by small-scale experiments and FEM numerical calculations, i.e., the wave transmission coefficient of the system is less than 0.2. Here, the results of large-scale experiments arediscussed in view of practical application. Although the LSWB system provides high wave damping, nearly equal to theoretical values, difficulty exists in obtaining a homogeneously liquefied sandbed, due to the occurrence of liquefied sandbed compaction by cyclic wave loading, which in turn, reduces excess pare pressure and the wave damping effect. These two phenomena primarily occur when the sandbed is composed of fine sand with small permeability. Based on experimental results, we propose a design method that includes countermeasures against such problems, and a prototype LSWB system is constructed in a very large wave flume at PARI. Wave damping by the prototype LSWB system is confirmed to be quite stable and high, as predicted by theoretical calculations.

• 산업기술연구
• /
• 제25권B호
• /
• pp.63-71
• /
• 2005

This paper is an experimental result of investigating lateral soil movements at piled bridge abutments by using the centrifuge model facility. Three different centrifuge model experiments, changing the methods of ground improvement at bridge abutment on the soft clayey soil (no improvement, preconsolidation and plastic board drains (PBD), sand compaction pile (SCP) + PBD), were carried out to figure out which method is the most appropriate for resisting against the lateral soil movements. In the centrifuge modelling, construction process in field was reconstructed as close as possible. Displacements of abutment model, ground movement, vertical earth pressure, cone resistance after soil improvement and distribution of water content were monitored during and after centrifuge model tests. As results of centrifuge model experiments, preconsolidation method with PBD was found to be the most effective against the lateral soil movement by analyzing results about displacements of abutment model, ground movement and cone resistance. Increase of shear strength by preconsolidation method resulted in increasing the resistance against lateral soil movement effectively although SCP could mobilize the resistance against lateral soil movement. It was also found that installment with PBD beneath the backfill of bridge abutment induced effective drainage of excess pore water pressure during the consolidation by embanking at the back of the abutment and resulted in increasing the shear strength of clay soil foundation and eventually increasing the resistance of lateral soil movement against piles of bridge abutment.

• 한국지반신소재학회논문집
• /
• 제5권1호
• /
• pp.15-23
• /
• 2006

모래다짐말뚝 및 쇄석말뚝 공법의 경우, 연약지반의 보강, 극한지지력의 증대 및 기초지반의 압밀을 가속화시키기 위한 목적으로 지난 수십 년간 폭넓게 적용되고 있다. 쇄석말뚝공법은 비교적 강성이 크고 압축성이 작은 쇄석 등을 이용하여 다짐말뚝을 형성, 연약지반을 개량하는 공법이지만 횡방향 구속압력이 충분하게 발휘되지 않는 지반에서는 팽창파괴(bulging failure)에 대한 저항이 없어 적용이 불가능하게 된다. 따라서 본 연구에서는 쇄석말뚝의 활용도를 높이기 위해 팽창파괴 및 전단파괴 등을 방지하여 침하량을 상당부분 억제시킬 수 있는 고강도 지오그리드 보강 쇄석말뚝공법을 개발하였다. 본 공법 개발을 위해 삼축압축시험을 통하여 치환율 및 구속압력에 따른 일반적인 쇄석말뚝의 거동특성을 우선 살펴보았다. 아울러 유한요소 해석을 통한 3차원 수치해석을 시행하여 지오그리드의 종류 및 지오그리드 보강심도변화에 따른 지오그리드 보강 쇄석말뚝공법의 거동특성 및 침하저감효과를 평가함으로써 지오그리드 보강 쇄석말뚝의 적용성을 평가해 보았다.

• 한국재료학회지
• /
• 제9권7호
• /
• pp.680-687
• /
• 1999

Fe-Al계 금속간화합물이 FACS (Field-Activated Combustion Synthesis) 법에 의해 제조되었다. 이 계의 반응에 있어서 조성 (Fe:Al=3 : 1,2 : 1, 1 : 1.1 : 2, 1 : 3) , 성형압력 (150, 250, 350MPa), 저항 등이 조사되었는데. Al의 몰비, 성형압력, 전기장의 세가가 증가함에 따라서 연소온도와 연소속도는 증가하였다. 또한 이 계에 있어서 전류적용방식에 따른 반응에 대한 영향이 조사되었다. 전기장이 적용되지 않는 경우, 반응이 일어나기 위해서는 예열이 필요하였고, 예열을 하였을 경우라도 그 반응은 불안정연소파를 나타내어 완전한 반응이 이루어지지 않았다. 생성물은 X-ray, SEM, EDXS를 사용하여 그 구조와 조성을 관찰하였다

• 한국지반공학회논문집
• /
• 제15권3호
• /
• pp.3-16
• /
• 1999

본 연구에서 미관통과 관통 샌드컴팩션파일(SCP) 개량지반에 대하여 일차원 압밀거동을 조사하기 위하여 실내모형실험을 실시하였다. 모델점토지반에 간극수압계, 토압계, 다이얼게이지등을 설치하여 SCP 개량지반의 압밀침하량과 응력분담비등을 측정하였다. 실험 결과, 미관통 SCP 지반의 압밀침하량은 관통 SCP 지반의 압밀침하량 보다 더 크게, 응력분담비는 더 적게 나타났다. 또한 SCP 개량지반의 응력분담비는 압밀시간, 지반심도, 상대밀도, 치환율과 관통률에 따라 변화됨을 알 수 있었다.

• Geomechanics and Engineering
• /
• 제17권6호
• /
• pp.507-513
• /
• 2019

Reinforced soil and Expanded Polystyrenes (EPS) mixture (RSEM) is a geomaterial which has many merits, such as light weight, wide strength range, easy for construction, and economic feasibility. It has been widely applied to improve soft ground, solve bridge head jump, fill cavity in pipeline and widen highway. Reutilizing dredged sediment to produce RSEM as earthfill can not only consume a large amount of waste sediment but also significantly reduce the construction cost. Therefore, there is an urgent need understand the basic stress-strain characteristics of reinforced dredged sediment-EPS mixture (RDSEM). A series of cyclic triaxial tests were then carried out on the RDSEM and control clay. The effects of cement content, EPS beads content and confining pressure on the cyclic stress-strain behaviour of RDSEM were analyzed. It is found that the three stages of dynamic stress-strain relationship of ordinary soil, vibration compaction stage, vibration shear stage and vibration failure stage are also applicative for RDSEM. The cyclic stress-strain curves of RDSEM are lower than that of control clay in the vibration compaction stage because of its high moisture content. The slopes of backbone curves of RDSEMs in the vibration shear stage are larger than that of control clay, indicating that the existence of EPS beads provides plastic resistance. With the increase of cement content, the cyclic stress-strain relationship tends to be steeper. Increasing cement content and confining pressure could improve the cyclic strength and cyclic stiffness of RDSEM.