• 제목/요약/키워드: density test

검색결과 3,857건 처리시간 0.027초

준설토를 이용한 지하구조물 뒷채움 다짐특성에 관한 연구 (The Study on the Compaction Characteristics of Underground Structural Backfill with Reclaimed Soil)

  • 김영웅;박기순;손형호;김종국
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 1999년도 봄 학술발표회 논문집
    • /
    • pp.357-364
    • /
    • 1999
  • The purpose of this study is to analysis the grain distribution and compaction characteristics of structural backfill with reclaimed soil. Five(5) reclaimed soil samples which passed #200 sieve have been used in the test. The study showed that the maximum dry density and the bearing value rate turned out to be becoming smaller when the more the quantity passed #200 sieve, the smaller the soil grain. The maximum dry density value calculated from the compaction md relative density test showed wet method > compaction method > dry method. The correlation coefficient between Rc and Dr based on the grain distribution and the compaction characteristics showed that the maximum dry density value by the wet method is little higher than the compaction method and dry method.

  • PDF

지르코니아 CAD/CAM block의 강도에 관한 연구 (A study on the Flexural strength of zirconia CAD/CAM block)

  • 이정수
    • 대한치과기공학회지
    • /
    • 제30권2호
    • /
    • pp.65-69
    • /
    • 2008
  • Recently, zirconia is widely used in the field of dental ceramics thanks to the proliferation of CAD/CAM systems. Accordingly, different types of zirconia block are being solid in the market. However, there are no precise, objective standards for properties of zirconia. This study concerns the flexural strength of zirconia ceramic for CAD/CAM block. The test specimens used for this study were ZirBlank(Acucera), ZirBlank shade(Acucera), VITA, Cercon(Densply) and Cerasys. The test results suggest that ZirBlank shade block shows the highest flexural strength and density among the zirconia blocks tested. Its flexural strength was $971{\pm}58MPa$ and its density was 99.89%. On the other hand, Cerasys block shows the lowest flexural strength of $576{\pm}36MPa$ and the lowest density of 94.85%. Given all, the density of the specimens is found to be directly proportional to strength and inversely to grain size.

  • PDF

Measurement Technique of Ozone Density by Using UV Sensor System

  • Trung, Nguyen Huu;Van Men, Le;Van Hieu, Nguyen
    • 전기전자학회논문지
    • /
    • 제19권1호
    • /
    • pp.80-86
    • /
    • 2015
  • There are many studies and products using a test paper impregnated with chemical solution can react with ozone. The color of a test paper can indicate the concentration of ozone. The purpose of this research is to design and manufacture a system using ultraviolet light source to measure the ozone density. This new technique is based on the characteristic of decomposition from ozone into oxygen under ultraviolet light. We used two sources of ultraviolet light including UV lamp and UVLED to determine the decomposition of ozone. This system is built with the electronic components, sensors and sealed pump tube to measure the ozone density in units of $g/cm^3$,ppm,ppb. In this paper,, we present some initial results of measuring the ozone density from ozone generator after completing inspection for safety.

고준위폐기물 차폐용 압축벤토나이트의 응력-변형률 거동 분석 (A Study on Stress-Strain Characteristics of Compacted Bentonite for High-Level Radioactive Waste Repository)

  • 김도현;정상섬
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 2009년도 춘계 학술발표회
    • /
    • pp.792-797
    • /
    • 2009
  • The stress-strain characteristics of compacted bentonite are investigated using experimental triaxial compression test by Hoek-cell. Special attention given to various dry density and water absorption ratio. Based on the test results, it is shown that the stress-strain relationship of compacted bentonite is highly influenced by dry density and water absorption ratio. Also, characteristics of Bentonite is similar to the clay rather than sand. Strength of compressed Bentonite increases with higher dry density. It shows maximum strength value, if in a same condition with dry density and constrain pressure. So we determine that value as the optimistic moisture contents for the maximun strength of compressed Bentonite.

  • PDF

철도차량 시트재료의 개별 및 조립체 시험에 대한 연기특성 비교 (Smoke density comparison for composite and single materials of train seat)

  • 이은경;이덕희;조희기;이철규;정우성
    • 한국철도학회:학술대회논문집
    • /
    • 한국철도학회 2006년도 추계학술대회 논문집
    • /
    • pp.196-201
    • /
    • 2006
  • Due to the damage which is caused by with the smoke, in the analysis statistics of a fire accident smoke is becoming the important evaluation index of fire quality. We must follow the procedures to use interior material for railway car as stated the Safety regulation for the urban railway car. In this study, we compared the Smoke Density of the train seat by test between Cone-Calorimeter and Smoke Density-Chamber. The results showed that the smoke density by test between Cone-Calorimeter and Smoke Density-Chamber is visible a similar tendency.

  • PDF

Determination of Diesel Sprays Characteristics in Real Engine In-Cylinder air Density and Pressure Conditions

  • Payri Raul;Salvador F. J.;Gimeno J;Soare V.
    • Journal of Mechanical Science and Technology
    • /
    • 제19권11호
    • /
    • pp.2040-2052
    • /
    • 2005
  • The present paper centers on the establishment of a quantified relationship between the macroscopic visual parameters of a Diesel spray and its most influential factors. The factors considered are the ambient gas density, as an external condition relative to the injection system, and nozzle hole diameter and injection pressure as internal ones. The main purpose of this work is to validate and extend the different correlations available in the literature to the present state of the Diesel engine, i.e. high injection pressure, small nozzle holes, severe cavitating conditions, etc. Five mono-orifice, axi-symmetrical nozzles with different diameters have been studied in two different test rigs from which one can reproduce solely the real engine in-cylinder air density, and the other, both the density and the pressure. A parametric study was carried out and it enabled the spray tip penetration to be expressed as a function of nozzle hole diameter, injection pressure and environment gas density. The temporal synchronization of the penetration and injection rate data revealed a possible explanation for the discontinuity observed as well by other authors in the spray's penetration law. The experimental results obtained from both test rigs have shown good agreement with the theoretical analysis. There have been observed small but consistent differences between the two test rigs regarding the spray penetration and cone angle, and thus an analysis of the possible causes for these differences has also been included.

A Study on Correlations for Void Ratio, Coefficient of Uniformity and Coefficient of Curvature for Determination of Relative Density for Sands

  • Im, Soyeong;Jin, Yongguo;Chun, Byungsik
    • 한국지반환경공학회 논문집
    • /
    • 제14권3호
    • /
    • pp.13-17
    • /
    • 2013
  • Determination of geotechnical characteristics of soil is either to use the field samples to measure the characteristics of soil through laboratory test or measuring the characteristics directly in the field. Field test can be derived similar value by considering characteristics of site and laboratory test can be confirmed the characteristic of soil by testing with field samples. This article describes relative density as the measure of compaction for cohesionless soils and presents several simple and mathematical relationships to help engineers estimate needed parameters for relative density calculations. The main purpose of this research is to investigate possible correlations between coefficient of uniformity, coefficient of curvature, maximum and minimum void ratio, mean grain size. Results show a linear relationship between the minimum and maximum void ratios and a power function relationship between coefficient of uniformity and the limiting void ratios. Void ratio range, which is the difference between the maximum and minimum void ratios, appeared to be log normally distributed but showed no simple mathematical fit to the data. these results were shown to help engineers estimate needed parameters for relative density calculations.

진동으로 인한 모래 공시체내의 밀도변화에 관한 연구 (Density Variation within Specimen as Affected by Vibration)

  • 장병욱
    • 한국지반공학회지:지반
    • /
    • 제3권3호
    • /
    • pp.7-20
    • /
    • 1987
  • 교번 삼축 압축시험, 교번 전단응력 시험, 액상화 시험 및 진동 테이블 시험 등을 하기 위하여 제작되는 공시체로서 잘 다져진 모래를 사용하게 되며 진동에 의해 다져진 모래의 공시체가 균일한 밀도를 갖는다는 가정하에 상기한 실험을 하여 왔다. 지금까지 이러한 가정에 대한 연구가 충분히 되어 있지 않았으며 신뢰도 높은 실험을 하기 위하여는 공시체내에 모래의 밀도가 균일한 공시체를 제작하는 것이 중요하다. 이 연구에서는 진동에 의해서 모래 공시체를 제작할 경우 공시체내에 밀도의 변화가 발생하는지 여부와 각 진동인자가 밀도변화에 미치는 영향을 조사하였다. 이 연구 결과 진동 전에 균일한 밀도 를 갖는 공시체가 진동 후엔 공시체의 높이에 따라 상당한 밀도의 변화가 발생하였음을 보였으며 이러한 현상은 과재 하중, 입도 및 진동가속도의 크기에 따라 상당한 영향을 받는 것으로 밝혀졌다.

  • PDF

폴리우레탄 폼의 동적 응답에 미치는 밀도 및 온도의 영향 (Dynamic Response of Polyurethane Foam with Density and Temperature Effects)

  • 황병관;김정현;김정대;이제명
    • 대한조선학회논문집
    • /
    • 제56권4호
    • /
    • pp.291-297
    • /
    • 2019
  • Polyurethane foam is the most efficient, high-performance insulation material, used for liquefied natural gas carrier (LNGC) insulation. Because LNGC is exposed to sloshing impact load due to ship motion of 6 degrees of freedom, polyurethane foam should be sufficient dynamic properties. The dynamic properties of these polyurethane foam depends on temperature and density. Therefore, this study investigates the dynamic response of polyurethane foam for various temperature($25^{\circ}C$, $-70^{\circ}C$, $-163^{\circ}C$) and density($90kg/m^3$, $113kg/m^3$, $134kg/m^3$, $150kg/m^3$) under drop impact test with impact energy of 20J, 50J, and 80J. For dynamic response was evaluated in terms of peak force, peak displacement, absorb energy, and the mechanical property with minimized density effects. The results show the effect of temperature and density on the polyurethane foam material for the dynamic response.

시험밀도에 따른 조립재료의 전단강도 특성 (Characteristics of Shear Strength of Coarse Grained Materials Depending on Experimental Densities)

  • 김경열;이대수;홍성연;오기대
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
    • /
    • pp.854-859
    • /
    • 2006
  • The density of coarse grained materials which is used in rock-fill dam or the piling the ground are used as $1.85\sim2.10g/cm^3$. Hereupon, the effect of variation of density on shear strength of ones was analyzed from the results of large scale shear test. The sample for the test was obtained from the local quarry sites. The test conditions are that density(1.85 versus $2.10g/cm^3$), material size range$(76.3\sim2.0\;mm)$, water content(air dry condition) and uniformity coefficient(5.0) Test result shows that the shear strength of $2.10g/cm^3$ is relatively larger than that of $1.85g/cm^3$.

  • PDF