• The Journal of the Acoustical Society of Korea
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• v.9 no.6
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• pp.81-90
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• 1990

유체 동역학에서, 난류에 의해 수중 구조물에 가해지는 압력과 전단력의 측정은 중요한 문제이 다. 이러한 유체의 흐름에 의한 압력과 전단력, 나아가 유체의 흐름방향까지 시간과 거리의 함수로 측정 할 수 있는 새로운 탄성표면파 센서가 개발되었다. 센서는 압축 인장형 전단력을 받는 두 개의 표면파 와 흐르는 유체 속의 표면파의 속도차는 또한 유체흐름에 의해 가해지는 압력에 비례한다. 정지류 속의 표면파와 흐르는 유체 속의 표면파의 속도차는 또한 유체흐름에 의해 가해지는 압력에 비례한다. 이 센 서를 응력 로젯과 같이 배열하면 유체의 진행방향도 함께 측정할 수 있다. 표면파 센서는 넓은 주파수 대역에 걸쳐 사용이 가능하므로, 적절히 설계하면 유체의 흐름에 의한 표면력과 유체의 진행방향을 동 시에 거리와 시간의 함수로서 국부적으로, 광역적으로 측정할 수 있다.

• 한국지구물리탐사학회:학술대회논문집
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• 2008.10a
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• pp.101-106
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• 2008

It is very important to measure reliable properties of each zones in dam for seismic design. But, rock-fill zone which have 80% of total volume and support maintenance mainly during earthquake has little property by field test and seismic design was performed using assumed value. So, it is required that reliable properties have to be evaluated by in-situ test. In this study, surface wave method, which is nondestructive such as SASW and HWAW, was applied to dam to evaluate rock-fill zone of dam. In 2 dams, Vs profiles were evaluated reliably and possibility of suggestion of D/B was verified.

• Journal of the Korean Geotechnical Society
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• v.27 no.2
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• pp.43-52
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• 2011

The characteristics of shear zone in granular soils largely affect the stability of geo-structures. The goal of this study is to evaluate shear zone in a direct shear test using shear wave, electrical resistivity, and cone tip resistance. Bender elements and electrical resistivity probe are embedded into the wall of a direct shear box made of transparent acrylic material to estimate the shear wave velocities and the electrical resistivity at shear and non-shear zones. At the point of peak and residual strength, micro cone penetration test which can be available to measure tip resistance has been performed. Experimental results show that the shear wave velocities at upper shear zone increase during shearing while the values remain constant at bottom and lower shear zone. Also, resistivities at lower shear zone depend on relative density while resistivities at bottom remain constant. The results of cone penetration test demonstrate the correlation of the cone tip resistance and small strain shear modulus at shear zone. This study suggests that the application of the modified direct shear box including shear wave, electrical resistivity and the micro cone tip resistance may become effective tools for analyzing the characteristics of a shear zone.

• Proceedings of the Materials Research Society of Korea Conference
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• 2010.05a
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• pp.53.1-53.1
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• 2010

비대칭압연의 일종인 이주속압연은 기존의 압연에서 도입되는 대칭적 변형과 매우 다른 변형을 도입할 수 있으므로 새로운 금속 소재의 제조 공정 프로세스로 많은 주목을 받고 있다. 이주속압연을 행하게 되면 중립점(neutral point)이 상부롤과 하부롤에서 다른 위치에 놓이게 되며, 이로 인해 일반 동속 압연과 달리 두께 표면부위에서만 도입되는 전단 변형을 내부까지 도입시킬 수 있으므로 두께 방향으로 균일한 변형을 부가할 수 있을 뿐 아니라, 재료 전체에 큰 상당 변형량을 도입할 수 있으므로 균일한 석출상의 생성을 가능하게 한다. 본 연구팀은 지난 연구에서 무산소동에 이주속압연을 실시하여 균일변형을 위한 최적 이주속압연조건을 확립하였으며, 연구결과를 토대로 새롭게 합금 설계한 Cu-Fe-P 동합금에 이주속 압연을 실시하여 압연조건에 따른 미세조직 및 기계적 특성 변화를 조사하였다. 그 결과 이주속압연이 동속압연에 비해 세 종류의 동합금 모두에서 두께 방향으로 균일한 전단변형을 도입할 수 있었으며, macrostructure면에서 두께 방향으로 불균일성은 그다지 크게 나타나지 않았다. 또한 인장특성은 이주속압연과 동속압연재 사이에 큰 차이가 없었으나 동속압연재와 달리 이주속압연재의 집합조직은 상부롤, 중심부, 하부롤 모두에서 압연집합조직이 발달하였다. 본 연구에서는 지난 연구결과를 토대로 이주속압연된 동합급에 $100^{\circ}C-800^{\circ}C$까지 여러 온도에서 30분간 Annealing을 실시하여 미세조직 및 기계적 특성을 조사 하였다.

• Journal of the Korean Society for Marine Environment & Energy
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• v.1 no.2
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• pp.18-26
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• 1998

The major interest of this paper is how the spilled oil over the sea is dispersed into water column especially under the shear and turbulence such as breaking wave. Two hydraulic experiments were conducted to investigate the oil stick break-up characteristics into small and large droplets under the variation of velocity shear and breaking waves. From the experiments in the shear generator and the wave flume, small droplets which have diameters of tens to hundreds of micrometers were uniformly distributed throughout the whole control volume as time goes by. In addition, it can be seen that the weathered spilled oil has a different break-up mechanism from fresh spilled oil.

• Geotechnical Engineering
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• v.11 no.3
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• pp.113-122
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• 1995

The purposes of this study are to investigate the mechanical prospeities of the inter mediate soils through consolidation tests and triaxial compression shear tests. The intermediate soils used in this study are artificial soils which are composed of sea clay, sand and it's crushed component. The relationship between plastic index and mechanical prosperties (permeability and compressibility) is investigated through series of consoli dation tests. Strain hardening phenomenon under shearing is explored based on several overconsideration ratios and strain rates in undrained shear tests. To make a comparative study difference of drain condition and strain rate, drain shear tests are performed with overconsolidation ratio.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.39 no.8
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• pp.677-682
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• 2015

We simulate an emulsion system under simple shear rates to analyze its rheological characteristics using the lattice Boltzmann method (LBM). We calculate the relative viscosity of an emulsion under a simple shear flow along with changes in temperature, shear rate, and surfactant concentration. The relative viscosity of emulsions decreased with an increase in temperature. We observed the shear-thinning phenomena, which is responsible for the inverse proportion between the shear rate and viscosity. An increase in the interfacial tension caused a decrease in the relative viscosity of the decane-in-water emulsion because the increased deformation caused by the decreased interfacial tension significantly influenced the wall shear stress.

• Economic and Environmental Geology
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• v.52 no.6
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• pp.555-560
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• 2019

One-dimensional shear wave velocity structure of North Korea is constrained using short (2-sec) to long period (30-sec) Rayleigh waves generated from four seismic events in China. Rayleigh waves are well recorded at the five broadband seismic stations (BRD, SNU, CHNB, YKB, KSA) which are located near to the border between North and South Korea. Group velocities of fundamental-mode Rayleigh waves are estimated with the Multiple Filter Analysis and refined by using the Phase Matched Filter. Average group velocity dispersion curve ranging from 2.9 to 3.2 km/s, is inverted to constrain the shear wave velocity structures. Relatively low group velocity dispersion curves along the path between the events to BRD at period from 4 to 6 seconds may correspond to the sedimentary sequence of the West Korea Bay Basin (WKBB) in the Yellow Sea. The low velocity zone in deep layers (14-20 km) may be related to the deep sedimentary structure in Pyongnam basin. The fast shear wave velocity structure from the surface to the depth of 14 km is consistent with the existence of metamorphic rocks and igneous bodies in Nangrim massif and Pyongnam basin.

• Journal of the Korean GEO-environmental Society
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• v.9 no.7
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• pp.53-60
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• 2008

The purpose of this study is to make case studies on estimation of shear wave velocity in core zone of some rockfill dams by MASW (Multi-channel Analysis of Surface Waves) and to compare the results of case studies with those of the empirical method. Furthermore, the purpose is to recommend the range of shear wave velocity in core zone by MASW and to supply the preliminary data for estimation of shear wave velocity in core zone which is needed for dynamic analysis. From the results of case studies and the comparison between the results of case studies and those of empirical equation, it was found that the shear wave velocities obtained by MASW were smaller than those by the empirical recommendation (Sawada & Takahashi) in the depth of more than 10 m. Also, it is recommended that using the lower bound of empirical formulation by Sawada and Takahashi be available and resonable in case that MASW is not available due to the field condition and the investigation is preliminary.

• Journal of the Korean Geotechnical Society
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• v.38 no.10
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• pp.41-48
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• 2022

The mass density of the medium (ρ) used to calculate the maximum shear modulus (G_max) of the saturated ground based on the shear wave velocity is unclear. Therefore, to determine the mass density, a verification formula and five scenarios were established. Laboratory tests were conducted, and the obtained results were compared. The mass density of the medium was assumed to be saturated (ρ_sat), wet (ρ_t), dry (ρ_dry), and submerged conditions (ρ_sub), and the V_s ratios of saturated to dry condition were obtained from each case. Assuming the saturated density (ρ_sat), the V_s ratio was consistent with the value from the resonant column test (RCT) results, and the value from the bender element test results was consistent with the wet density assumption (ρ_t). Considering the frequency range of earthquakes, it is concluded that applying the saturated density (ρ_sat) is reasonable as in the RCT results.