• Title/Summary/Keyword: Deposit Ratio

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SILICON DIOXIDE FILMS FOR INTERMETAL DIELECTRIC APPLICATIONS DEPOSITED BY AN ECR HIGH DENSITY PLASMA SYSTEM

  • Denison, D.R.;Harshbarger, W.R.
    • Journal of the Korean Vacuum Society
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    • v.4 no.S1
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    • pp.130-137
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    • 1995
  • Deopsition of thermal quality SiO2 using a high density plasma ECR CVD process has been demonstrated to give void and seam free gap fill of high aspect ratio metallization structures with a simple oxygen-silane chemistry. This is achieved by continuous sputter etching of the film during the deposition process. A two-step process is utilized to deposit a composite layer for higher manufacturing efficiency. The first step, which has a deposition rate of approximately 0.5 $\mu$m/min., is used to provide complete gap fill between the metal lines. The second step, which has a deposition rate of up to 1.5 $\mu$m/min., is used to deposit a total thickness of 2.0$\mu$m for the intermetal dielectric film. The topography of this composite film is very compatible with subsequent chemicl mechanical polishing(CMP) planarization processing.

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Factors Affecting Liquidity Risks of Joint Stock Commercial Banks in Vietnam

  • NGUYEN, Hoang Chung
    • The Journal of Asian Finance, Economics and Business
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    • v.9 no.4
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    • pp.197-212
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    • 2022
  • The study uses the audited financial statements of 26 Vietnamese commercial banks listed on the Ho Chi Minh City Stock Exchange (HOSE) and Hanoi Stock Exchange (HOSE) during the 2008-2018 period to estimate the system GMM model, which provides empirical evidence on the effect of the variables of customer deposit to total assets (DEPO) ratio, loan to assets (LTA) ratio, liquidity of commercial banks (LIQ), credit development (CRD) ratio, external funding (EFD) ratio, and credit loss provision (LLP) ratio on liquidity risk. The study confirms that commercial banks' internal factors play the most important role, and there is no empirical evidence on macro variables that affect liquidity risk. Finally, in accordance with the theoretical framework, the study uses an estimation method with the R language and the bootstrap methodology to give empirical proof of the nonlinear correlation and U-shaped graph between commercial bank size and liquidity risk. The importance of commercial bank size in absorbing and moderating the effects of liquidity shocks is demonstrated, however, excessive growth in commercial bank size would increase liquidity risk in commercial bank operations.

Mineralogy and Chemical Compositions of Dangdu Pb-Zn Deposit (당두 연-아연 광상의 산출광물과 화학조성)

  • Lim, Onnuri;Yu, Jaehyung;Koh, Sang Mo;Heo, Chul Ho
    • Economic and Environmental Geology
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    • v.46 no.2
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    • pp.123-140
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    • 2013
  • The Dangdu Pb-Zn deposit is located at approximately 10 km south of Jecheon, Korea. Geology of Dangdu deposit area consists of Pre-cambrian metamorphic rocks, Ordovician sedimentary rocks, Jurassic and Cretaceous igneous rocks. The ore deposit is developed along the fracture trending $N20{\sim}40^{\circ}W$ in Ordovician limestone and is considered to be a skarn type ore deposit. The shape of ore bodies developed in the Dangdu ore deposit can be divided into lens-form(two ore bodies of -30 m level adit and one ore body of -63 m level adit) and pocket-form developed in -30 m level adit. Ore minerals observed in the ore deposits are magnetite, pyrrhotite, pyrite, chalcopyrite, sphalerite, galena, cosalite, marcasite, hessite, native Bi and bismuthinite. Chemical composition of sphalerite ranges FeS 14.14~18.08 mole%, CdS 0.44~0.70 mole%, MnS 0.52~1.13, 1.53~2.09 mole%. Galena contains a small amount of silver with an average of 0.54 wt.%. An average composition of cosalite is Ag 2.43 wt.%, Bi 44.36 wt.%, Pb 35.05 wt.% which results the chemical formula of cosalite as $Pb_{1.7}Bi_{2.1}Ag_{0.2}S_5$. Skarn minerals consist of epidote, garnet, pyroxene, tremolite, quartz and calcite. The zoning pattern of the ore deposit can be subdivided into epidote-clinopyroxene zone, epidote-clinopyroxene-chlorite zone and epidote-garnet-clinopyroxene zone from the central part of the ore body towards the wall rocks. The chemical composition of garnet shows an increasing trend of grossular from epidote-clinopyroxene zone to epidote-garnet-clinopyroxene zone. Clinopyroxene occurs as a solid solution of diopside and hedenbergite, and the ratio of johannsenite increases from epidote-clinopyroxene zone to epidote-clinopyroxene-chlorite and epidote-garnet-clinopyroxene zones. The mineralization of the ore deposit is considered to be one stage event which can be separated into early skarn mineralization stage, middle ore mineralization stage and late low temperature mineralization stage. The temperature estimation from the low temperature mineralization range from $125{\sim}300^{\circ}C$ which is considered to be representing the temperature of late mineralization.

Bearing Capacity of Model Open -Ended Steel Pipe Pile Driven into Sand Deposit (모래지반에 타입된 모형 개단강관 말뚝의 지지력 분석)

  • Baek, Gyu-Ho;Lee, Jong-Seop;Lee, Seung-Rae
    • Geotechnical Engineering
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    • v.9 no.1
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    • pp.31-44
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    • 1993
  • Model tests in calibration chamber with open -ended steel pipe pile have been performed in sand deposit to clarify effect of soil plug on bearing capacity, load transfer mechanisms in soil plug, and behavior of soil plug under dynamic and static conditions. Model piles were devised so that bearing capacity of open -ended pile could be measured separately into outside skin friction, inside skin friction due to soil plug -pile interaction and end bearing force on the section of steel pipe pile. It may be concluded, form the test results, that the plugging level of open -ended pile is more correctily defined by specific recovery ratio, y, rather than by plug length ratio, PLR, and the major part of inside skin friction is generated within the range of three times as long as the inner diameter of the pile from the pile tip. The ratio of inside skin friction to total bearing capacity is much larger than that of outside skin friction to total bearing capacity. Therefore, the bearing capacity of pile could not be well predicted, unless the inside skin friction is properly taken into account.

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First Sexual Maturity, Spawning Frequency and Deposition of the Egg Capsules of the Female Purple Shell Rapana venosa in the Slag Deposit Area, Gwangyang Bay, Korea (한국 광양만, 슬러그 적재장내에 서식하는 암컷 피뿔고둥 Rapana venosa의 군성숙도, 산란빈도 및 난낭 산출)

  • Chung, Ee-Yung;Kim, Si-Hwan;Seong, Chi-Nam
    • Development and Reproduction
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    • v.6 no.1
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    • pp.37-44
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    • 2002
  • First sexual maturity, sex ratio, spawning frequency, deposition of the egg capsules and fecundity of the female Rapana venosa(Valenciennes) inhabited in the artificially closed slag deposit area, Gwangyang Bay were investigated by histologicai and visual observations for natural living resource management. The rate of individuals reaching the first sexual maturity was 51.6% in females measuring 7.1~8.0 cm in shell height, and 100% in those > 10.1 cm. The total number of egg capsules per individual and the mean number of eggs in an egg capsule were 192~382 and 500, respectively. However, the number of eggs per individual and sizes of egg capsules under lower salinity and deficient food conditions in the closed slag deposit area were smaller than those under the optimum salinity and sufficient food conditions in the open regions. Fecundities of the species were approximately from 96,000 to 191,000 eggs/individual with two to low broods(spawning frequencies) during the spawning season. The duration of development in egg capsules was 18~19 days at about 18~2$0^{\circ}C$. R. venosa is a species whose embryos hatch as veliger larvae, not juvenile snail. The sex ratio of female : male was not significantly different from 1 : 1($\chi$$^2$= 0.23, p>0.05).

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Bank Capital Adequacy Ratio and Bank Performance in Vietnam: A Simultaneous Equations Framework

  • DAO, Binh Thi Thanh;NGUYEN, Kieu Anh
    • The Journal of Asian Finance, Economics and Business
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    • v.7 no.6
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    • pp.39-46
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    • 2020
  • Playing an important role in developing the economy and overall developments of the country, commercial banks have to be aware of their crucial presence in order to perform well and contribute significantly. At the same time, as a place to receive deposits, banks are required to be in safe situations to avoid bankruptcy or deal with financial crises. This research seeks to identify the determinants of Capital Adequacy Ratio and Banks' performance as well as the relationship between these two dependent variables. The paper uses 128 observations of 16 Vietnamese commercial banks during the period from 2010 to 2017, with two simultaneous dependent variables CAR and ROE, and independent variables including Return on Assets, Tobin Q, Credit growth, GDP growth, Equity to Deposits, Loans to Deposits, Bank size, Cost to Income, Liquidity risk, Provision for Loan loss ratio, Non-performing loans and Inflation. The results reveal that Capital Adequacy Ratio and Banks' Performance have statistically significant relationship and Credit growth, GDP growth, Equity-to-Deposit ratio and Cost-to-Income ratio all have significant effects on two dependent variables. The findings of this study suggest that commercial banks should control the respective elements in order to maintain adequate level of capital and also create effective performance.

Characteristics of ZnO Thin film by Gas Ratio (Gas비에 따른 ZnO박막의 압전특성)

  • Lee, Woo-Sun;Cho, Joon-Ho;Chung, Hun-Sang;Chung, Chan-Moon;Son, Dong-Min
    • Proceedings of the KIEE Conference
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    • 2001.11a
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    • pp.103-105
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    • 2001
  • ZnO thin films on glass substrate were deposited by RF sputter with various $Ar/O_2$ gas ratio. Crystallinities, surface morphologies, and electrical properties of the films were investigated by XRD(x-ray diffractometer), and SEM (scanning electron microscopy) analyses. The facing targets sputtering system can deposit thin film at plasma free condition and change the deposition condition in wide range. We suggested that a very suitable $Ar/O_2$ gas of ratio should be 50/50 for preparation of high quality ZnO films with good C-axis orientation.

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The Effects of Stress History on the Behaviour of Overconsolidated Clay (과압밀점토의 응력이력 의존성에 관한 연구)

  • 김병일;신현영;김용수;김수삼
    • Proceedings of the Korean Geotechical Society Conference
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    • 2001.03a
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    • pp.161-166
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    • 2001
  • Overconsolidated clays have a different stress history according to the deposit environment. The stress history is classified into (i) rotation angle of stress path, (ii) overconsolidation ratio, and (iii) magnitude of length of recent stress path. Stress-strain behaviour of overconsolidated clays strongly depends on these stress history. In this study a series of drained stress path tests were carried out. Test results indicated that stress-strain behaviour of overconsolidated clay(focused on strain rate) depends on OCR and length of recent stress path, especially rotation angle.

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Centrifuge Modeling on Displacement Shapes of Composite Ground Improved by SCP and GCP (SCP 및 GCP로 개량된 복합지반의 변위 양상에 관한 원심모델링)

  • Heo, Yol;Zheng, Zhaodian;Lee, Cheokeun;Ahn, Kwangkuk
    • Journal of the Korean GEO-environmental Society
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    • v.7 no.5
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    • pp.57-66
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    • 2006
  • In this study, the centrifuge model tests were carried out to evaluate the stress concentration ratio, the deformation modes of piles and the ground movement in clay deposit improved by SCP and GCP piles with changing the replacement ratio(20%, 40%, 60%) under flexible loading. Based on the results obtained, it was shown that the stresses acting on GCP was larger than those acting on SCP with the same replacement ratio. It was evaluated that the average stress concentration ratio of soft clay ground improved by GCP was slightly larger than that of SCP when the replacement ratio is 40%. Only expansion failure occurred in GCP, whereas SCP showed the expansion and shear failure simultaneously.

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Effects of Soil Conditions on the Behavior of Open -Ended Steel Pipe Pile (지반조건의 변화가 개단강관말뚝의 거동에 미치는 영향)

  • Baek, Gyu-Ho;Lee, Jong-Seop;Lee, Seung-Rae
    • Geotechnical Engineering
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    • v.9 no.3
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    • pp.23-34
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    • 1993
  • Model pile teats, using large calibration chamber in which the stress state and the relative density can be controlled, were performed in order to study on the effect of soil condition on the behavior of open-ended steel pipe pile. The model pipe pile was made up of two pipes to separately measure each component of bearing capacity of open -ended steel pipe pile. According to the tests results, pile plugging and driving resistance of the pile installed in sand were primarily dependent on the horizontal stress and the relative density. Plug bearing capacity, outside skin fricition and total bearing capacity were also mainly dependent on the horizontal stress and relative density. Moreover, the ratio of the horizontal stress acting on the outside wall of open -ended pipe pile after installation to the original horizontal stress was not nearly affected by original value of horizontal stress. It is bigger than one in the case of dense deposit, equal to one for medium deposit, and smaller than one for very loose deposit. It seems to be mainly dependent on the relative density for a given soil.

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