• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.1900-1906
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• 2000

In this study, the vibration screening effectiveness of barriers which can isolate structures from ground-transmitted vibration generated by harmonic forces is performed. For high frequencies, the vibration screening effectiveness of barriers is analyzed from field tests, and compared with the results from numerical analyses using a commercial program, ANSYS. Using these numerical analysis procedures, the effectiveness for vibration with various low frequencies is predicted. The frequency analysis tests of surface waves are performed in order to estimate the dynamic material properties of soil for 100 Hz, 150 Hz, 200 Hz, and 250 Hz. Three-dimensional solid elements are used in order to consider the diffraction of waves in all directions. Spring-damper combination elements are used in order to avoid the reflection of waves on the boundary. The results of numerical analysis agree with those of field tests. From the results of this numerical analyses, the reduction of vibration for low frequencies induced by the traffic loads can be predicted.

• 한국터널지하공간학회 논문집
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• 제6권1호
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• pp.41-50
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• 2004

본 논문에서는 기존댐 인접지에 터널구조물을 건설하기 위한 발파시, 폭괴하중으로 인한 지반진통이 댐 제체와 간극수암에 마치는 영향을 고찰하였다. 댐의 안정성 검토는 발파시 발생하는 코어부의 최대입자속도 (Peak Particle Velocity)를 계산하여 수행하였다. 간극수와 지반진동간의 상호 연계해석을 위하여 댐 제체에 대한 정상상태 흐름해석을 수행하여 간극수압 분포를 파악하고, 유발된 과잉간극수암 및 유효응력분포로 발파하중이 인접지반에 미치는 영향을 분석하였다. 또한 발파와 같은 급속하중 재하 후 과잉간극수압의 증가 및 소산현상 해석을 위하여 Finn & Byrne Model을 적용하여 하중재하 전후의 유효응력 변화양상을 검토하였다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 춘계학술대회논문집
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• pp.465-472
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• 2001

This paper describes the characteristics of wind induced noise from high-voltage overhead transmission facilities which include transmission lines. insulator strings. and aviation beacon spheres installed on the overhead ground wires. High-voltage overhead transmission lines generate an audible wind noise due to the alternate shedding of wind-induced vortices. The frequency spectrum from the insulator strings reveals its resonance peak. This resonance sound mechanism has been supposed the self-excitation phenomenon of the resonance and the velocity fluctuation. The booming noises from the aviation beacon spheres are detected and analysed.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1997년도 추계학술대회논문집; 한국과학기술회관; 6 Nov. 1997
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• pp.308-313
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• 1997

PC용 VMS의 한계점을 극복하기 위해 UNIX-ARC/INFO를 사용하여 WORKSTATION에서 구동되는 UNIX용 VMS를 개발하였다. 본 논문에서는 개발된 VMS의 적용가능성을 판단하기 위해 서울시를 대상으로 VMS시스템을 구현하였으며, 일부지역에서는 지하철운행시의 지반진동전파 예측을 하여 실측치와 비교를 통해 그 사용성을 평가하였다.

• 한국지반공학회논문집
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• 제15권5호
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• pp.57-64
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• 1999

근거리 발파에 의한 구조물 피해의 임계진동수준을 결정하기 위해 구조물의 기존 균열 변형과 지반 진동수준을 계측하였다. 구조물에 대한 발파진동의 피해를 평가하기 위해 일상적인 환경변화에 의한 기존 균열의 최대 변형량을 고려한 새로운 기준을 제시하였다. 본 실험에서 사용된 2 채의 농어촌 조적조 가옥에 대한 시험 결과를 보면, 구조물에 피해를 유발하기 위한 진동 수준은 설계 기준보다 훨씬 더 큰 수준임을 알 수 있다.

• 터널과지하공간
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• 제4권1호
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• pp.38-46
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• 1994

This paper concerns the design of blasts adjacent to structures and facilities. In order to investigate the site characteristics, measurements of in-situ wave propagation and laboratory tests of rock cores taken from the boreholes were carried out. Effects of rock media and delay intervals on ground vibration levels were identified from over sixty measurements of three times of test blasts. For practical use in the field, an empirical propagation equation was derived so as to reflect the characteristics of rock media and delay effects. Safe limits of vibration level for structures were conservatively established based on various suggested criteria. Safe limits for facilities were adopted so that vibration levels induced by blasting should not exceed the allowable limits specified in the manufacturer's installation condition. Suggested were blast pattern and operation to enhance the rock fracturing and to reduce the ground vibration levels under the restricted conditions.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1995년도 가을 학술발표회 논문집
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• pp.1031-1040
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• 1995

Recently, a more strict regulation has become effective on ground vibration and noise induced by construction activities. Consequently the demand for the most widely used method of installing precast piles, i.e. driven piles, is declining. At the same time the demand for low noise and low vibration piling method increased sharply. Currently there are several different low noise and low vibration methods of installing precast piles, mostly preboring method. However, the actual level of ground vibration and noise of these method of construction has not yet been clearly understood. In this paper, through field measurement, suggestion has been made to meet the requirements of the revised regulation.

• 소음진동
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• 제7권5호
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• pp.789-796
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• 1997

In this study a conventional rubber mount and a new form of base isolator made of steel spring coated with natural and articial rubber were manufactured and tested on a shaking table to investigate the capacity of reducing the vertical vibration of a building induced by subway train. The model structure used in the test is a 1/4 scaled steel structure, and a white noise input and train vibration records were used to check the effectiveness of the isolators. According to the results all three types of isolators turned out to perform effectively in reducing the acceleration and the natural rubber-coated one is ranked best among the isolators. However the vertical displacement of the model is increased due to the instolation of the bearings, and the safty against the lateral load induced by earthquake ground motion should be provided to be able to apply the system to the real buildings.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계학술대회논문집
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• pp.479-484
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• 2005

The test blasts were carried out by detonating some single blastholes at two upper sites of the underground storage cavern the crude oil. One was performed at the entrance site of the construction tunnel and the other at the middle part of the underground storage cavern. Based on the blast-induced vibration measured by the test blasts, we suggested the propagation equations of blasting vibration that were capable of estimating the peak particle velocity. In addition, in order to assess the stability of the nearest ground storage tank, we did the frequency analysis and the response spectrum analysis with the particle velocity-time history and the particle acceleration-time history that were measured by the test blast carried out on the entrance site of the construction tunnel. In result, it was predicted that the displacement on the highest part of the tank shell was less than the allowable displacement.

• 한국지반공학회논문집
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• 제22권10호
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• pp.101-110
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• 2006

일반적으로 환경 지반진동은 가진원과 지반내 전달, 수신부라는 전파경로를 통해 목적지에 전달된다. 그중에서도 지반내 파동의 전달은 전파의 방식이 각 지반의 특성에 따라 의존하고 있기 때문에 매우 복잡하다. 또한 이러한 전파를 효율적으로 차단하기 위해 최근 현장에서 가장 많이 적용하고 있는 공법은 방진벽이다. 그러나 이러한 방진벽 공법은 다양한 변수와 연관되어 방진효과에 영향을 미치지만 그중에서도 방진벽 재료의 선택이 가장 중요하다. 따라서 본 연구는 지표면에 충격하중이 가해졌을 경우 지반내 전달되는 전파경로를 효율적으로 차단할 수 있는 방진벽 재료인 EPS차단벽 재료에 대하여 원심모형실험을 통해 연구하였다. 이를 위하여 차단벽의 형상은 원통형과 직사각형 타입을 적용하였고 원통형 타입은 차단벽재의 타설심도를, 직사각형타입은 차단벽의 길이를 변화시키는 실험을 실시하여 이들의 차이가 방진효과에 미치는 영향에 대하여 연구하였다.