• Title/Summary/Keyword: 점성저항

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A Study on the Erosion Resistance Performance of Biopolymer Mixed Soils According to Soil Types (토양 종류에 따른 바이오폴리머 혼합토의 침식저항 성능 연구)

  • Kim, Myounghwan;Lee, Du Han
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.221-221
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    • 2021
  • 토양의 강도와 점성을 높여주는 바이오폴리머를 제방 호안에 도포하면 기존의 다른 호안 재료들과 마찬가지로 제방을 보호하는 것이 가능하다. 특히 바이오폴리머는 천연 토양과 혼합하여 사용하므로 다른 인공적인 호안재료들에 비해 생태적으로 유리하다. 하지만 바이오폴리머는 결합되어지는 토양의 점도, 공극률, 입도 등의 토양이 가지는 특성에 따라 성능이 변화하기 때문에 바이오폴리머를 이용한 혼한토를 제방 호안에 적용하기 위해서는 적절한 강도를 가지게 하는 토양을 선정해야 한다. 본 연구에서는 바이오폴리머를 마사토 및 황토 등과 결합하여 시험구를 설치하고 식생환경을 조성한 뒤 실규모 실험수로에서 수리 실험을 수행하여 바이오폴리머를 이용한 호안 공법의 침식 저항 성능을 평가하고 토양의 종류에 따라 성능을 비교하였다.

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Analysis of Pile Behaviors with Friction Resistance of Skin of Steel Pipe Pile in Ground where Settlement is Predicted (침하가 예측되는 지반에서 강관말뚝 주면 마찰 저항에 따른 말뚝의 거동 분석)

  • Lee, Kicheol;Shin, Sehee;Lee, Haklin;Kim, Dongwook
    • Journal of the Korean Geotechnical Society
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    • v.36 no.11
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    • pp.107-117
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    • 2020
  • Open-ended steel pipe piles have outside frictional force and inside frictional resistance in which blocked soil acts on the inside of the steel pipe during installation. It is expected that the ultimate load will change depending on the inside and outside resistance. And, if the ground on which the piles were constructed is clay soil, it is predicted that it will have effect on the negative skin friction caused by the ground settlement. Therefore, in this study, the behavior according to the inside and outside resistance characteristics of steel pipe piles was analyzed numerically, and the frictional force distribution, axial load and settlements before and after the occurrence of ground settlement were calculated. As a result of the analysis, the inside frictional resistance had less influence than the outside frictional resistance. However, inside frictional resistance is considered to be one of the important factors considering the effect on the overall pile behavior, and both resistance factors need to be considered in the design process.

Examining Velocity Estimation Equations of Debris Flow Using Small-scaled Flume Experiments (소형 수로실험을 통한 토석류 유동속도 추정식 평가)

  • Eu, Song;Im, Sangjun
    • Journal of Korean Society of Forest Science
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    • v.106 no.4
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    • pp.424-430
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    • 2017
  • With its rapid velocity and wide deposition, debris flow is a natural disaster that causes loss of human life and destruction of facility. To design effective debris barriers, impact force of debris flow should be first considered. Debris flow velocity is one of the key features to estimate the impact force of debris flow. In this study, we conducted small-scale flume experiments to analyze flow characteristics of debris flow, and determine flow resistance coefficients with different slope gradients and sediment mixtures. Flow velocity significantly varied with flume slope and mixture type. Debris flow depth decreased as slope increased, but difference in depth between sediment mixtures was not significant. Among flow resistance coefficients, Chezy coefficient ($C_1$) showed not only relatively highest goodness of fit, but also constant value ($20.19m^{-1/2}\;s^{-1}$) regardless the scale of debris flow events. The overall results suggested that $C_1$ can be most appropriately used to estimate flow velocity, the key factor of assessing impact force, in wide range of debris flow scale.

Detection of cavities in a karst area by means of a 3D electrical resistivity technique (3차원 전기비저항탐사에 의한 카르스트 지역에서의 공동탐지)

  • Park, Sam-Gyu;Kim, Chang-Ryol;Son, Jung-Sul;Yi, Myeong-Jong;Kim, Jung-Ho
    • Geophysics and Geophysical Exploration
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    • v.12 no.1
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    • pp.27-32
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    • 2009
  • In this study, we examined the applicability of a 3D electrical resistivity technique for the probing of underground cavities at a field test site in a karst area in Yongweol-ri, Muan-gun, in the south-western part of the Korean peninsula. At the test site, where the ground has subsided in the past, underground cavities are commonly found in the limestone bedrock, which is overlain with alluvial deposits. The limestone cavities at the test site are mostly filled with groundwater and clay; hence, they show levels of electrical resistivity that are significantly lower than those of the surrounding host bedrock. The results of this study demonstrate that the zones of low resistivity correspond to the zones of the cavities identified in the boreholes at the site, and that our 3D electrical resistivity survey is a very effective tool for detecting and mapping underground cavities in a karst area.

A Numerical Model of Large Scale Grid for Two-Dimensional Wake behind Bodies (저항물체 배후의 이차원 후류에 관한 대격자 수치모형)

  • 박일흠;이종섭;이문옥
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.10 no.2
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    • pp.83-92
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    • 1998
  • To evaluate the hydraulic resistance behind bodies in a large scale grid numerical model, a drag stress term which is formulated by the drag force is introduced in the depth-integrated Reynolds equations. And also, the applicability and problems of this model are discussed through various numerical experiments where the analytical solutions exist. In the case of a single body, the error range of velocity difference between analytical and numerical solutions is within $\pm$10% and the wake width behind the body shows a good agreement with the analytical solution. When the drag coefficient and the eddy viscosity are precisely decided, the numerical solutions behind a row of bodies will be efficiently used in real situations.

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A Study on Rheology Properties of High Performance Wet-mix Shotcrete (고성능 습식 숏크리트의 레올로지에 관한 기초연구)

  • Choi, Sung-Yong;Yun, Kyong-Ku;Kim, Jin-Woung;Kim, Yong-Bin
    • Journal of the Korean Society of Hazard Mitigation
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    • v.10 no.4
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    • pp.25-32
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    • 2010
  • High performance shotcrete has been recently researched partly as a result of high consensus on high strength and durability. However, they are very initial step compared from the advanced countries. For instance, they has been mainly on high strength or durability without any consideration on pumpability and shootability which are very crucial on workability. The purpose of this dissertation was to make a high performance wet-mix shotcrete (high workability) which would solve the general problems of wet-mix process in Korea. For this, the main experimental variables were selected to be silica fume(0.0, 4.5, 9%), air entrained agent(0.0, 0.005%). Rheology with IBB rheometer was measured for evaluating pumpability and shootability as well as pump pressure, rebound rate and build-up thickness. The conclusions from a series of experiments were as follow: The results of analyzing the effects of AE agent and silica fume on rheology indicated that AE agent reduced both of flow resistance(G) and torque viscosity(H) and silica fume increased flow resistance (G) and reduced torque viscosity(H). An increase in the value of torque viscosity(H) produces an increase in the requried pumping pressure. These result indicated that the reduction of torque would work better at improving pumpability. And an increase flow resistance(G) improved shootability(increase build-up thickness and reduce rebound).

Practical Method for Generating Surface Mesh using Offset Table (기본 오프셋을 이용한 상선의 선체표면 격자계 생성방법)

  • Wo-Joan Kim;Suak-Ho Van
    • Journal of the Society of Naval Architects of Korea
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    • v.36 no.1
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    • pp.61-69
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    • 1999
  • To promote the usability of CFD techniques for the basic hull form design, a hull surface mesh generating program, based on given station offsets and centerline profile, is developed. The new method employs non-uniform parametric splines with predetermined waterline end-shapes of natural spline, normal spline, ellipse, parabola hyperbola, and their combinations. Generated hull surface meshes can be utilized for potential panel method immediately and can be also used as a boundary grid surface for 3-D field grid system. Mesh topology chosen to represent hull surface can be transformed into a rectangle, which he1ps the flow solvers to transform surface meshes for the nonlinear free surface condition or to define the turbulence quantities. To prove the applicability, a container ship with bow and stem bulb is chosen, and the procedures generating hull surface meshes are described.

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Velocity Considered Sectional Porosity Equivalent Model (VSPE) of Filters for CFD Analysis of Breakaway Devices (수소 브레이크어웨이 디바이스 유동해석을 위한 필터의 구간별 다공성 등가 모델 제시)

  • Son, Seong-Jae;An, Su-Jin;Song, Tae-Hoon;Joe, Choong-Hee;Park, Sang-Hu
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.18 no.8
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    • pp.82-90
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    • 2019
  • We propose an equivalent model of a sintered metal mesh filter calculated by Ergun's equation and polynomial regression for the CFD analysis of breakaway devices at a hydrogen fueling station. CFD analysis of filters that cause high pressure loss is essential because breakaway devices in high-pressure hydrogen conditions require low pressure loss. A differential pressure experiment with a filter was performed in a low-pressure air condition considering similarities. An equivalent model was developed by deriving the resistance value by the polynomial regression using the experimental results. The results of CFD analysis using the equivalent model show that there was almost no error in the operating condition of the breakaway device compared to the experimental results. Through this work, we believe that the proposed equivalent model of a filter can be applied to the analysis of breakaway devices in hydrogen fueling stations. We will study how to optimize the shape and position of the filter in breakaway devices using the developed equivalent model.

Analytical study on resisting moment of concrete pole installed in sloped ground (콘크리트 전주의 경사지 저항 모멘트에 관한 해석 연구)

  • Shin, Dong-Geun;Lee, Seung-Ryun;Yi, Gyu-Sei;Yoon, Ki-Yong
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.8 no.4
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    • pp.842-847
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    • 2007
  • In this study, for the purpose of estimating the resisting moment of sloped ground based on level ground fall down safety equation in design specification, compute it depends on penetration depth of concrete pile applying modulus of foundation about the angle of internal friction, cohesion, unit weight of soil, classes of the ground, sandy or clay soil, and verify established study using L-Pile Plus13.8. Also, select four cases that characteristics of soil depending on the soil grade is considered and compute the 12m length concrete pile's resisting moment of the ground those angle is changing from $0^{\circ}{\sim}35^{\circ},\;step\;5^{\circ}$. In the result, identify that the resisting moment of ground decreases depending on ground slope. Thus, increasing of penetration depth is required.

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Hull Form Development of an AFRAMAX Tanker with a Composite Stern Frameline Concept (복합선미선형 개념에 의한 AFRAMAX형 유조선 선형의 개발)

  • Ho-Chung Kim;Chun-Ju Lee;Su-Hyung Kim
    • Journal of the Society of Naval Architects of Korea
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    • v.28 no.2
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    • pp.1-11
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    • 1991
  • A hull form for an Aframax tanker whore form parameters cover the values of $C_B{\simeq}0.8,\;L/B{\simeq}5.5\;and\;B/d{\simeq}3.5$ has been developed by applying a composite stern frameline concept and its excellent performance has been evaluated through a series of model tests at the Korea Research Institute of Ships and Ocean Engineering. The tests showed that this concept was very much promising in the cases of wide breadth and shallow draught vessels and suitably applicable to the stern frameline shape. For the comparison, a hull form developed by Japanese 'H' yard has been selected and the performances of two hull forms were evaluated by model tests and theoretical calculations. The comparison shows that Daewoo hull form requires less effective power by 10% and less delevered power by 5-6% at both full load and ballast conditions. In addition, it is suggested that Hushes method can give better correlationthan Froude method because the full scale resistance extrapolated by Froude method would be very much optimistic in case of the hull form with very low value of form factor.

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