• 한국지반환경공학회 논문집
• /
• 제24권10호
• /
• pp.5-13
• /
• 2023

최근 도심지를 중심으로 개발사업이 증가함에 따라 도시철도 운행구간 인접지역에서 건축 구조물의 시공이 증가하고 있다. 이러한 경우 운행 중인 열차에 의해 지반진동이 발생하여 인접 구조물에 영향을 미치므로 건축 구조물은 설계단계부터 인접한 위치에서 발생하는 열차진동에 대한 적절한 방진대책이 필요하다. 그러나, 열차진동 평가방법에 따라 산정된 진동 수준은 서로 상이하며, 이는 열차진동 평가방법별로 방진대책 실시여부가 달라질 수 있음을 의미한다. 따라서, 본 연구는 수치해석과 열차진동 평가방법을 이용하여 지반조건, 터널깊이, 가진원과 인접 구조물 간의 이격거리에 따른 진동 수준을 산정하고, 이를 설계사례와 비교하여 적용성이 높은 열차진동 평가방법을 제시하였다. 그리고, 진동 수준과 허용규제기준과의 비교를 통해 터널과 인접 구조물 간 적정 이격거리를 평가하였다. 연구결과, 열차진동 평가방법 중 Ungar and Bender 평가방법이 가장 적정성이 높은 것으로 평가되었으며, 터널과 인접 구조물 간의 적정 이격거리는 4.5D 이상인 것으로 평가되었다.

• 화약ㆍ발파
• /
• 제20권3호
• /
• pp.59-71
• /
• 2002

The points of this design case are the planning and excavation method of a new double-tracked railroad tunnel which is approx. 11∼22 meters apart from existing single-tracked railroad tunnel. For the optimum excavation method some needs are required in design stage, such as the reduction of noise and vibration, public resentment, damage of buildings and construction costs. Hence the estimation and application of allowable noise and vibration criterion is important. The ground coefficient (K, n) of this site is determined by field trial blasting. The excavation method is chosen to satisfy the allowable noise and vibration criterion. In addition, in order to ensure the stability of existing single-tracked railroad tunnel, the instrumentation of maintenance level is accompanied during the construction stage. As a result of this design condition, central diaphragm excavation with line drilling and pre-large hole boring blasting is applied to the area within 15 meters apart from existing tunnel. And above 15 meters apart, pre-large hole boring blasting is designed.

• 한국산업안전학회:학술대회논문집
• /
• 한국안전학회 1998년도 추계 학술논문발표회 논문집
• /
• pp.353-358
• /
• 1998

Vibrations exposured to human whole-body are transmitted through the contact area of a human body, such as feet, hip and back directly in contact with vibrating surface. they apparently leads to the decrease of human comfort, the reduction of working efficiency or normal activities, and, furthermore, causes the loss of health and safety. In this study, UH-1 vibration has been measured to produce the flight-time limitation at each mission Results of this study show that the most significant peaks appear at a main rotor blade-passage frequency and that the vibration level in ground is higher than that in airborne In addition, it is shown that the most affective aspect for the flight-time limitation is ground vibration level

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

• 한국소음진동공학회논문집
• /
• 제18권1호
• /
• pp.3-10
• /
• 2008

In this paper, the optimal command input is considered in order to minimize the residual vibrations of a flexible cantilever beam when the beam simply changes its position by translation or rotation. Although a cantilever beam has many modes of vibration, it is shown that the consideration of the first mode is sufficient in this case. Thus, the problem becomes a single-degree-of-freedom system subjected to a ground excitation. Two simple methods are proposed to find the optimal command input based on the shock response spectrum (SRS). The first method is the simplest and can be applied to lightly damped cases, and the second method is applicable to more general problems. The second method gives almost the same results as the input shaping method. However the proposed method gives a easier and clearer control strategy.

• Wind and Structures
• /
• 제25권4호
• /
• pp.397-413
• /
• 2017

When bridges are constructed with lower heights from the ground, the formed channel between the deck and the ground will inevitably hinder or accelerate the air flow. This in turn will have an impact on the aerodynamic forces on the deck, which may result in unexpected wind-induced responses of bridges. This phenomenon can be referred to "ground effects." So far, no systematic studies into ground effects on the wind-induced responses of closed box girders have been performed. In this paper, wind tunnel tests have been adopted to study the ground effects on the aerodynamic force coefficients and the wind-induced responses of a closed box girder. In correlation with the heights from the ground in two ground roughness, the aerodynamic force coefficients, the Strouhal number ($S_t$), the vortex-induced vibration (VIV) lock-in phenomena over a range of wind velocities, the VIV maximum amplitudes, the system torsional damping ratio, the flutter derivatives, the critical flutter wind speeds and their variation laws correlated with the heights from the ground of a closed box girder have been presented through wind tunnel tests. The outcomes show that the ground effects make the vortex-induced phenomena occur in advance and adversely affect the flutter stability.

• 화약ㆍ발파
• /
• 제39권4호
• /
• pp.12-21
• /
• 2021

본 연구에서는 발파진동에 대한 콘크리트 배수관로 보호구의 내진성능을 비교하기 위해 일련의 FEM 수치해석을 수행하였다. 비교 대상은 본 연구에서 제안하는 두 종류의 ㅁ 형태의 보호구와 재래식의 ㄷ 형태의 보호구이다. 해석 과정에서는 폭원 이격거리와 지발당 장약량을 변화시키면서 세 종류의 보호구의 내진 저항을 비교하였다. 그 결과, 본 연구에서 제안하는 두 종류의 보호구가 진동저감 성능의 측면에서 재래식 보호구에 비해 더 우수한 것으로 나타났다.

• 한국재난정보학회 논문집
• /
• 제20권3호
• /
• pp.549-562
• /
• 2024

연구목적: 본 연구는 수도권 광역급행열차 운행에 따른 열차진동을 진동차단벽을 설치하여 저감시키는 경우 차단벽의 설계조건에 따른 진동저감효과를 확인하였다. 연구방법: 설계조건 중 진동저감에 영향을 끼치는 인자를 파악하기 위해 설계조건 중 채움재의 강성비와 차단벽의 설치심도만을 달리하여 결과를 확인하였다. 연구결과: 채움재는 강성채움재보단 연성채움재를 사용한 경우 진동저감효과가 더 뛰어났으며 연성채움재의 경우 지반과 채움재간의 강성비가 0에 가까울수록 진동저감효과가 뛰어난 것으로 나타났다. 또한 차단벽의 설치심도가 깊을수록 진동차단효과가 대체적으로 뛰어난 것으로 나타났으며 차단벽의 심도가 너무 얕은 경우 오히려 수진점에서 진동이 증폭하는 현상이 발생하였다. 결론:진동저감효과가 가장 뛰어난 설계조건은 강성비 0.08, 설치심도 15 m인 경우로 이 때 진동원과 10 m 떨어진 수진점에서의 진동저감율은 60.34%로 나타났다.

• 환경영향평가
• /
• 제23권3호
• /
• pp.169-176
• /
• 2014

The purpose of this study is to estimate the vibration reduction effect of the borehole which is controlled the vibration propagation in the ground. For this study, we measured the vibration velocity before and after the borehole installation. The results are as follows: The peak particle velocity(PPV) and peak vector sum(PVS) was reduced by the borehole. And also, the deviation of vibration velocity before and after the borehole installation showed large values in longitudinal and vertical component depending on the receive distance, and increased depending on the size of vibration energy. Finally, the vibration isolation efficiency was 25~35 percentage at 1.5m receive distance, and was 4~14 percentage at 3.0m receive distance. It was found that the vibration isolation efficiency was good in small vibration energy, but was not good at long receive distance.

• Biomolecules & Therapeutics
• /
• 제10권1호
• /
• pp.1-6
• /
• 2002

The particle size of medicinal materials is an Important physical property that affects the phar-maceutical behaviors such as dissolution, chemical stability, and bioavailability of solid dosage forms. The size reduction of raw medicinal powder is needed to formulate insoluble drugs or slightly soluble medicines and to improve the pharmaceutical properties such as the solubility, the pharmaceutical mixing, and the dispersion. The objective of the present study is to evaluate physiological activity of amorphous and nano-particle prep-arations of insoluble drug, ursodeoxycholic acid (UDCA), which were made by three types of fine grinding mills. The change of physical properties of ground UDCA was conformed by Mastersiger microplus and X-ray diffraction. We have investigated hepatoprotective effects of the nano-particle preparations of UDCA by plan-etary mill, vibration rod mill and jet mill in $CCI_4$-induced oxidatively injured mouse liver. The results showed that nano-particle preparations of UDCA all decreased reactive oxygen sepecies generation and lipid peroxi-dation in $CCI_4$-induced oxidative stress mice. Among them, nano-particle preparations by vibration rod mill and jet mill showed more significantly hepatoprotective effects compared to intact UDCA and planetary mill-ground UDCA. These results suggest that ground UDCA with vibration rod mill and jet mill shows a high amorphous state and the improved dissolution.