• Title/Summary/Keyword: Cut Surface

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Study on Heat-shield Property of Surface-treated Inorganic Oxide Particles (표면처리된 무기산화물 입자의 열차단 특성에 관한 연구)

  • Kim, Dong Ho;Kim, Gu Ni
    • Journal of Adhesion and Interface
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    • v.14 no.1
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    • pp.28-35
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    • 2013
  • In this study, we produced heat-shield coating materials using surface-treated Ga-doped ZnO (GZO) and investigated the dispersity of particle, visible light transmittance, ultraviolet light cut off, infrared light cut-off, heat-shielding property by surface-treating compounds and treatment conditions. In the case of using IPA or acryl binder for heat-shield coating, the dispersity of inorganic oxide particles was poor but in the case of using surface-treated inorganic oxide particles by hybrid compound having urethane (urea) group, acryl group and silica, dispersity of particle, visible light transmittance and haze were improved. We used the measurement kit and sunlamp for measuring heat-shielding property and confirmed that the internal temperature of the measurement kit using heat-shield film was lower more than $4.8^{\circ}C$ in comparison with using PET film for itself.

A Study on the Open Cut Restoration of Underground Cavity Using Concrete Mat (콘크리트매트를 이용한 개착식 지반공동 복구방법에 관한 연구)

  • Park, Jeong-Jun;Shin, Heesoo;Chung, Yoonseok;You, Seung-Kyong;Hong, Gigwon
    • Journal of the Korean Geosynthetics Society
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    • v.18 no.1
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    • pp.55-65
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    • 2019
  • This paper describes results of experimental and numerical analyses, in order to analyze a reinforcement effect of concrete mat on open cut restoration of underground cavity. The plate loading tests were conducted to evaluate a reinforcement effect of concrete mat, at reinforcement depths from the ground surface of 10 cm, 20 cm, and 30 cm. The result showed that the reduction ratio of stress (earth pressure) was about 60% at all reinforcement depth. The reinforcement effect considering ground surface settlement and reduction ratio of stress based on laboratory tests and numerical analysis was significant, at reinforcement depths from the ground surface of 10 cm~20 cm. LFWD test results showed that subgrade modulus was the largest when concrete mat was installed 20 cm below ground surface. Therefore, it is effective to reinforce concrete mat within 20 cm from the surface, when the underground cavity due to damage of underground utilities was formed in the height direction to the bottom of the pavement layer.

Optimizing Recipes of Korean-style Cut Noodles with Anchovy Engraulis japonicus Soup Base Residue Powder (멸치(Engraulis japonicus) 잔사 분말을 첨가한 칼국수의 최적화)

  • Lee, So-Yeon;Ryu, Hong-Soo
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.47 no.5
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    • pp.545-555
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    • 2014
  • To develop Korean-style cut noodles with enhanced protein and calcium levels, we manipulated the ratio of dried anchovy Engraulis japonicus soup base residue powder to wheat flour, using a response surface methodology based on trained panel trials to determine the optimum ratio. Texture analysis and nutritional evaluation were also performed on cut noodles containing dried anchovy soup base residue (CNAR). Higher umami taste and springiness, and lower fishy flavor were strongly correlated with overall acceptability. The optimal CNAR formulation consisted of wheat flour (96.02 g), anchovy residue powder (2.67 g), and water (50.64 mL). CNAR had lower gumminess and adhesiveness (P<0.001), but higher springiness, cohesiveness (P<0.001), and chewiness (P<0.05), than the control (original wheat flour cut noodles). The addition of anchovy soup base residue elevated protein, lipid, and ash levels relative to the control. Color values decreased with increasing residue powder content. In vitro protein and starch digestibility of CNAR were lower than in the control (P<0.001). CNAR yielded significantly higher total free amino acid content than the control (P<0.01), leading to CNAR's improved palatability. Dried anchovy soup base residue can be used in wheat flour cut noodles to improve nutrition, sensory acceptability, and profitability.

A Consideration about Stability Investigation method of Failure Cut-Slope Covered by Vegetation (식생공이 시공된 붕괴절토사면의 안정성 검토기법에 관한 고찰)

  • Yoo, Ki-Jeong;Koo, Ho-Bon;Rhee, Jong-Hyun;Kim, Seung-Hyun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.725-730
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    • 2005
  • In case of the national roads which is opened in the past, there are carried out the expansion and improvement for enlargement of the traffic demand by industrial development and safety road operation to narrow of road width and serious change of the road alignment with effect of topography and graphical features of a mountain. A protection method using vegetation in the cut-slope has been constructed for harmony of ambient environment after cutting the slope recently. But it requires a study because the surface lose and the failure have been occurred in the large cut-slope which is covered by vegetation. In this study it was presented a countermeasure and examined a stability of contained uncertainty in the cut-slope according to the failure example of the cut-slope which is covered by vegetation. The additional research will be necessary against the development of the investigation technique which executes the stability investigation of the cut-slope which is covered by vegetation.

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A Tunnel Blasting Method Favorable to the Environment, which Utilizes Pre-splitting & an Upper Center Cut. (선균열과 상부 심빼기를 이용한 환경 친화적 터널발파공법)

  • 김일중;김영석;기경철
    • Explosives and Blasting
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    • v.20 no.2
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    • pp.7-19
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    • 2002
  • The cut is placed high up in the section, the 1st sloping holes below the cut, and divided all the holes located below the 1st sloping holes into a certain area with longitudinal section, to lower pollution made from tunnel blasting. With the sequential blasting machine, after I first blasted holes around the cut holes by a pre-splitting method, blasted the cut area and the 1st sloping holes. The 1st and 2nd sloping holes divided areas are initiated gradually to free face upwards made by the cut. Especially, I pre-splinted contour holes previous blast the before sloping holes from the contours. The ground vibration from the earth surface just over the advance face decreased about 42.0% compare with the down blasting method under the condition of equal charge weight per delay. I controlled the crack and over break of the mother rock by pre-splitting contour holes before blast the first sloping holes from the contours. The peak values of noise and air blast by blasting decreased about 10dB more than the down blasting method. the noise and air blast diminished gradually as a round. The throw distance of the fly rock was decreased about 55%.

The Surface Characteristics of Workpiece by Wear of Wheel (숫돌 마모량에 따른 연삭가공물의 표면특성)

  • 곽태경;곽재섭;하만경;이재경
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 2001.04a
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    • pp.332-335
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    • 2001
  • The surface roughness is one of the important parameters to evaluate the quality of products. Its level must be limited to a certain range in the precision components. This paper deals with grinding characteristics of workpieces by the wear amount of wheels in the surface grinding process. The surface roughness was measured according to the feedrate and the depth of cut with respect to the various workpieces. In addition, the wear amount of wheels according to the number of grinding pieces was obtained.

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SOME PHYSICAL PARAMETERS OF GLOBULAR CLUSTERS. I. SURFACE BRIGHTNESS DISTRIBUTION OF SIX GLOBULAR CLUSTERS

  • Chun, M.S.;Suh, Y.R.;Lee, Y.B.
    • Journal of The Korean Astronomical Society
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    • v.13 no.1
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    • pp.27-33
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    • 1980
  • Surface density distributions for globular clusters were obtained from photoelectric surface photometry (using centered aperture photometry). These surface brightness profiles were then compared with the theoretical surface density distribution of King's model. From the comparison of the theoretical and observed surface density distributions, we determine he structural parameters of the clusters (the core radius $r_c$, the tidal cut off $r_t$, and the concentration factor C).

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The Effects on a Side-Cut Grinding depend on the Change of the Quill Rigidity (퀼축강성 변화가 측면 연삭가공에 미치는 영향)

  • Choi, Hwan;Kim, Chang-Su;Park, Won-Kyue;Lee, Choong-Seok
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.12 no.5
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    • pp.36-41
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    • 2013
  • One of the problems in grinding process using a machining center(MC) with a small diametric wheels is machining error due to decrease of the quill diameter. In this study, side-cut grinding is performed with a vitrified bonded CBN wheel on the machining center. Grinding experiments are performed at various grinding conditions including quill length, quill diameter and depth of cut. The effect on the grinding force, machining error and surface roughness due to the change of the quill rigidity are investigated experimentally. The slenderness ratio of the quill is significant factor to analyse the change of the grinding force and machining error.

Modeling Cutter Swept Angle at Cornering Cut

  • Chan, K.W.;Choy, H.S.
    • International Journal of CAD/CAM
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    • v.3 no.1_2
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    • pp.1-12
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    • 2003
  • When milling concave corners, cutter load increases momentarily and fluctuates severely due to concentration and uneven distribution of material stock. This abrupt change of cutter load produces undesirable machining results such as wavy machined surface and cutter breakage. An important factor for studying cutter load in 2.5D pocket milling is the instantaneous Radial Depth of Cut (RDC). However, previous work on RDC under different corner-cutting conditions is lacking. In this different corner shapes. In our work, we express RDC mathematically in terms of the instantaneous cutter engage angle which is defined as Cutter Swept Angle (CSA). An analytical approach for modeling CSA is explained. Finally, examples are shown to demonstrate that the proposed CSA modeling method can give an accurate prediction of cutter load pattern at cornering cut.

Ground Behavior and Reinforcing Methods of NATM Tunnel through Deep Weathered Zone (NATM 터널의 대심도 풍화대층에서의 지반거동 및 보강방법)

  • Sung, Hwa-Don;An, Jung-Whan;Chun, Byung-Sik
    • Proceedings of the KSR Conference
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    • 2007.05a
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    • pp.1782-1788
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    • 2007
  • This study analyzed ground settlement and ground stress depending on tunnel excavation and the ground reinforcing grouting methods for double line road tunnel through deep weathered zone. Diameter of double line road tunnel was approximately 12m and umbrella arch method and side wall reinforcing grouting were applied. The ring-cut split excavation method and CD-cut excavation method for excavation method were applied. Analysis of failure rate and vertical stress ratio show that the tunnel for which the height of the cover(H) was higher than four times the diameter, it can be considered a deep tunnel. Comparisons of various excavation and ground reinforcement methods were showed that CD-cut method results in lower surface and crown settlement, and lower failure rate than where using Ring-cut split method. In addition the side wall reinforcing grouting resulted in reduction of tunnel displacement and settlement.

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