• Title/Summary/Keyword: Compaction Pressure

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Iron(III) removal from aqueous solution using MCM-41 ceramic composite membrane

  • Basumatary, Ashim Kumar;Kumar, R. Vinoth;Pakshirajan, Kannan;Pugazhenthi, G.
    • Membrane and Water Treatment
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    • v.7 no.6
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    • pp.495-505
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    • 2016
  • Mesoporous MCM-41 was deposited on an inexpensive disk shaped ceramic support through hydrothermal technique for ultrafiltration of $Fe^{3+}$ from aqueous solution. The ceramic support was fabricated using uni-axial compaction technique followed by sintering at $950^{\circ}C$. The characteristics of MCM-41 powder as well as the composite membrane were examined by X-ray diffraction (XRD), thermogravimetric analysis (TGA), field emission scanning electron microscope (FESEM), porosity and pure water permeation test. The XRD result revealed the good crystallinity and well-resolved hexagonally arranged pore geometry of MCM-41. TGA profile of synthesized MCM-41 zeolite displayed the three different stepwise mechanisms for the removal of organic template. The formation of MCM-41 on the porous support was verified by FESEM analysis. The characterization results clearly indicated that the accumulation of MCM-41 by repeated coating on the ceramic disk directs to reduce the porosity and pore size from 47% to 23% and 1.0 to $0.173{\mu}m$, respectively. Moreover, the potential of the fabricated MCM-41 membrane was investigated by ultrafiltration of $Fe^{3+}$ from aqueous stream at various influencing parameters such as applied pressure, initial feed concentration and pH of solution. The maximum rejection 85% was obtained at applied pressure of 276 kPa and the initial feed concentration of 250 ppm at pH 2.

Cold Compaction Behavior of Nano and Micro Aluminum Powder under High Pressure

  • Kim, Dasom;Park, Kwangjae;Kim, Kyungju;Cho, Seungchan;Hirayama, Yusuke;Takagi, Kenta;Kwon, Hansang
    • Composites Research
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    • v.32 no.3
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    • pp.141-147
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    • 2019
  • In this study, micro-sized and nano-sized pure aluminum (Al) powders were compressed by unidirectional pressure at room temperature. Although neither type of Al bulk was heated, they had a high relative density and improved mechanical properties. The microstructural analysis showed a difference in the process of densification according to particle size, and the mechanical properties were measured by the Vickers hardness test and the nano indentation test. The Vickers hardness of micro Al and nano Al fabricated in this study was five to eight times that of ordinary Al. The grain refinement effect was considered to be one of the strengthening factors, and the Hall-Petch equation was introduced to analyze the improved hardness caused by grain size reduction. In addition, the effect of particle size and dispersion of aluminum oxide in the bulk were additionally considered. Based on these results, the present study facilitates the examination of the effect of particle size on the mechanical properties of compacted bulk fabricated by the powder metallurgy method and suggests the possible way to improve the mechanical properties of nano-crystalline powders.

Characteristics of Pore Pressure and Volume Change During Undrained lending of Unsaturated Compacted Granite Soil (비배수전단시 불포화 다짐화강토의 간극압과 체적변형특성)

  • 김찬기;김태형;이종천
    • Journal of the Korean Geotechnical Society
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    • v.19 no.4
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    • pp.15-21
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    • 2003
  • A series of triaxial compression tests were performed on samples of compacted granite soil in a modified triaxial cell that allowed separate control of pore air pressure ($U_a$) and pore water pressure ($U_w$) in order to examine the characteristics of pore pressure, volume change and stress-strain behavior during undrained loading conditions. Triaxial samples of unsaturated and saturated compacted granite soil, 50mm in diameter and 100mm in height, were prepared by compaction in a mould. These samples were tested at 3 different suction values (0.5, 1.0, 2.0 kgf/cm$^2$) for unsaturated compacted granite soil and at 3 different confining stresses (1.0, 2.0, 4.0 kgf/cm$^2$). Results showed that only effective cohesion increased with little variation of friction angle, according to matric suction.

Densified Fuels from Poplars (포플러로부터 고밀화연료의 제조)

  • 한규성;최돈하
    • Journal of Korea Foresty Energy
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    • v.21 no.3
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    • pp.59-65
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    • 2002
  • Recently, densified fuels from biomass are widely used North America and Europe as a regenerable and clean bioenergy. Compaction of sawdust of poplars(Populus tomentiglandulosa and Populus davidiana) with starch glue for densified fuel were studied. Calorific and elemental analysis were carried out to assess these species as fuel. Hot-press process was used and compaction was performed under temperatures from 120 to $160^{\circ}C$ and at pressure of 50kgf/$cm^2$ for prescribed time. Densified fuels were evaluated by its specific gravities, compressive strengths and fines. In the case of with-glue system, when the press temperature is $160^{\circ}C$ and press time is above 7.5 minutes, densified fuels with fines less than 5% can be produced. On the contrary, in the case of without-glue system, densified fuels with fines less than 5% can be produced by controlling the press conditions and the moisture content of sawdust.

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The Effects of Permeability Anisotropy on the Active Earth Pressure In Compacted Sand Backfill (뒷채움 모래의 다짐에 의한 투수이방성이 주동토압에 미치는 영향)

  • Jeong, Seong-Gyo;Sin, Jong-Bo;Jeon, Yong-Baek
    • Geotechnical Engineering
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    • v.2 no.3
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    • pp.27-36
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    • 1986
  • To investigate the seepage effect on the compacted backfill of retaining walls, an expriment and an analytical study were carried out First, the expriment was performed with a two-way permeameter newly designed for the do- termination on the degree of permeability anisotropy of compacted soils. As a result, e-log(kz/ky) plot showed a linear relationship, where kz and ky were permeability coefficients for the normal and the parallel directions to the compaction. The degree of permeability anisotropy, kz/ky was 2 to 4 at Dr>90% for sands, regardless of the methods of compaction. The kz/ky of the fine sand was greater than that of the coarse sand. Second, the exprimental results were applied to the extention of Gray's theory for the investigation of the active thrust affected by the seepage of permeability anisotropy. The active thrust was decreased with the increase in the degree of permeability anisotropy, and it It.as a little effect on wall friction.

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Effect of Compaction Methods on the Microstructures and Mechanical Properties of α-Alumina (α-알루미나의 미세구조 및 기계적 성질에 미치는 성형방법의 영향)

  • Baek, Jeong Hyun;Lee, Sung gap;Chun, Myoung Pyo
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.32 no.4
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    • pp.333-340
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    • 2019
  • The effects of compaction methods on the sintering density, microstructures, and mechanical properties were investigated in ${\alpha}-alumina$ ceramics. ${\alpha}-Alumina$ powders were granulated with a 10% aqueous solution of polyvinyl alcohol (PVA). Uniaxially pressed (UAP) and cold isostatic-pressed (CIP) samples were prepared by pressing uniaxially at a pressure of 1 ton for 1 min, and isostatically at 200 MPa for 15 min, respectively. Subsequently, both types of samples were sintered at $1,200^{\circ}C$, $1,300^{\circ}C$, $1,400^{\circ}C$, $1,450^{\circ}C$, $1,500^{\circ}C$, $1,550^{\circ}C$, and $1,600^{\circ}C$ at a rate of $5^{\circ}C/min$ for 2 h. The CIP samples were better than the UAP samples for all properties measured, such as the sintering density, Vicker's hardness, and toughness. The CIP sample sintered at $1,400^{\circ}C$ showed the maximum Vicker's hardness and toughness; this may be attributed to the competing effects of a decrease in porosity and the growth of grains with increasing sintering temperature.

The Study of Deformation Characteristics into Landfill and Underground Pipe using CLSM (유동성 채움재 타설로 굴착부를 충진한 매립관의 변형특성 연구)

  • Nam, Seunghyeok;Chae, Hwiyoung;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.9
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    • pp.27-33
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    • 2011
  • In the case of the existing method of underground pipe construction, the difficulty of the bedding compaction of pipe causes reducing the compaction efficiency and the stability of the underground facilities and conclusively damaging the structures. One of the methods to solve these problem is using the flowable fills as a backfill material. Therefore, in this study, numerical analysis of the underground pipe was performed in order to evaluate the behavior of pipe according to backfill mixtures. To estimate the deformation characteristic of the underground pipe, the displacement of the main part of the pipe, ground settlement and vertical earth pressures were measured in different backfill mixtures and maintaining the other conditions constantly. As a result of numerical analysis, using the flowable fills as the backfill material is better than using sand in reducing the ground settlement, the pipe deformation and the vertical earth pressure aspect.

Behaviour of Embankment using Bottom Ash-Tire Shred Mixture (저회(Bottom Ash)와 폐타이어를 활용한 성토구조물 거동에 관한 연구)

  • Lee, Sung Jin;Shin, Min ho;Koh, Tae hoon;Hwang, Seon Keun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.1C
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    • pp.21-31
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    • 2009
  • Based on the proven feasibility of bottom ash and tire shred-soil mixtures as lightweight fill materials, tire shred-bottom ash mixtures were suggested as a new lightweight fill material to replace the conventional construction material (soil) with bottom ash. Therefore, we carried out the field compaction test and performance test of large scale embankment in order to evaluate their suitability for the use of lightweight fill materials. In these tests, we could assess the settlement, earth pressure, stress-strain relation, vibration of large scale embankment which were made with tire shred-bottom ash mixture and the conventional fill material(weathered soil) respectively. The earthpressure and vibration transmission was decreased and the settlement behaviour of the 2 materials (tire shred mixture and weathered soil) was measured similarly under static/cyclic loading condition.

A Study on the Behavior during Constructing of Rigid Reinforced Roadbed to apply for the Slab Track (콘크리트궤도용 강성보강노반의 시공 중 거동에 관한 연구)

  • Kim, Ki-Hwan;Kim, Dae-Sang;Park, Seong-Yong;Park, Jong-Sik;Yoo, Chung-Sik
    • Proceedings of the KSR Conference
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    • 2011.05a
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    • pp.1774-1785
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    • 2011
  • In this paper, Rigid Reinforced Roadbed(RRR) which is expected to have highly applicability to railroad roadbed, was introduced and field tests results were analyzed. Full scale model with 5m height concerning a single track railroad roadbed was constructed. The model had four different sections, which was to assess the effect of geogrid length, spacing, and connection method on deformation characteristics of RRR. Laser displacement meter, earth pressure cell, piezometer, and strain gauge were installed in order to analyze the behavior of reinforced embankment during construction. Horizontal displacements caused by compaction at each section were 20~30% below the displacement limit that of general reinforced retaining wall, which showed that RRR was very stable structure. Maximum tensile strength of reinforcement was withing 10% of the long-term design strength.

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Preparation of High Purity Si Powder by SHS (자전 연소 합성법에 의한 고순도 실리콘 분말제조)

  • Shin, Chang-Yun;Min, Hyun-Hong;Yun, Ki-Seok;Won, Chang-Whan
    • Journal of the Korean Ceramic Society
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    • v.44 no.2 s.297
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    • pp.93-97
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    • 2007
  • High purity Si powder was prepared in the system of $SiO_2-Mg$ combustion reaction. Various conditions of combustion reaction and leaching were investigated. As the particle size of Mg decreased and the compaction pressure increased the quantity of the unreacted power was decreased. In the acid leaching of MgO, increasing particle size, reaction temperature, rotating speed and reaction time made leaching effect low. Final Si powder produced by combustion and leaching reaction, has a high purity of 99.9% with irregular shape.