• 제목/요약/키워드: ground effect

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지표면의 반사특성을 고려한 환경소음 예측 (Prediction of Industrial Noise Propagation Subjected to Ground Effect)

  • 한상보
    • 소음진동
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    • 제11권2호
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    • pp.329-335
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    • 2001
  • The analytical model of the ground wave can be used for the prediction of the noise level from a source above a plain and homogeneous ground surface with no obstacles nearby. Sound propagation along the surface of the ground can be affected by the roughness of the ground surface and the direction of the wind. The effects of the ground surface and the wind can be formulated in terms of the ground coefficient and the noise source parameter. Upward and downward conditions can also be addressed by considering the direction of the wind. The ground coefficient and the noise source parameter are estimated using the measured noise levels of two points under particular environmental condition, and the noise levels of arbitrary points under the same environmental condition can be estimated. The proposed method can be utilized to estimate the noise level of specific noise environment and its validity was confirmed with the results of actual field measurement.

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선행하중 재하시 지반손실 감소효과에 관한 연구 (A study on reduction effects of the ground loss in pre-loading)

  • 김봉유;조남준
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.224-231
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    • 2005
  • The ground excavation causes the deformation of the ground where the neighborhood structure is located. The ground deformation result in the vertical settlement of the neighborhood structure as well as the horizontal displacement of the temporary earth retaining structures. The decreased volume of the soil due to the ground settlement is defined as 'the ground loss quantity' or 'the ground loss'. When excavation is performed nearby existing structures, retaining walls should be designed and constructed to minimize the ground loss. Among various methods for reducing the ground loss, this study introduces the pre-loading method which has been recently developed. The reduction effect of the ground loss by pre-loading has been found to be larger as using a wall with relatively smaller rigidity.

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병렬로 시공된 수직 접지전극의 합성접지임피던스의 주파수의존성 분석 (An Analysis of the Frequency-Dependent Resultant Ground Impedance of Vertical Ground Electrodes Installed in Parallel)

  • 이복희;조성철;성창훈
    • 조명전기설비학회논문지
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    • 제26권2호
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    • pp.99-105
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    • 2012
  • This paper deals with the experimental results of the frequency-dependent resultant ground impedance of vertical ground electrodes installed with a regular n-polygon. In order to propose an effective method of installing the vertically-driven multiple ground electrodes used to obtain the low ground impedance, the resultant ground impedance of ground electrodes installed with a regular n-polygon were measured as functions of the number of ground electrodes and the frequency of test currents and the results were discussed based on the potential interferences among ground electrodes. As a consequence, the effect of potential interference on the resultant ground impedance of vertical ground electrodes is frequency-dependent and it is significant in the low frequency of a few hundreds [Hz]. The resultant ground impedance of multiple vertical ground electrodes is not decreased in linearly proportion to the number of ground electrodes due to the overlapped potential interferences. Also the distributed-parameter circuit model considering the potential interference, the frequency-dependent relative permittivity and resistivity of soil was proposed. The simulated results of the frequency-dependent resultant ground impedance of multiple vertical ground electrodes are in good agreement with the measured data.

콘크리트댐 지진응답에서의 수직 지반운동의 영향 (Effect of Vertical Ground Motion on Earthquake Response of Concrete Dams)

  • 이지호
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2001년도 춘계학술대회 논문집
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    • pp.190-195
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    • 2001
  • In the present paper computational simulation of a concrete dam is performed to determine the effect of vertical ground motions on earthquake response of concrete dams. Cyclic and dynamic versions of the plastic-damage model proposed by Lee and Fenves are used to represent micro-crack development and crack opening/closing, which is important mechanism in nonlinear damage analysis of concrete structures subject to strong earthquake loading. The result shows that the vertical component of ground motion effects on final crack patterns and consequently, on displacement response.

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아음속 난류 유동 영역에서 지면 효과를 갖는 2차원 에어포일의 특성 (Two-Dimensional Airfoil Characteristics under ground effect in Subsonic Turbulent Flow Regimes)

  • 임예훈;장근식
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 1997년도 추계 학술대회논문집
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    • pp.61-65
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    • 1997
  • A two-dimensional airfoil under ground effect in subsonic turbulent flow is calculated by sieving the Navier-Stokes equation. Some numerical results for different NACA four-digit airfoils are presented. The numerical results show that the lift and drag coefficients are strongly influenced by the shape of the region between the lower surface of airfoil and the ground In general, the airfoil with large camber and small thickness is suitable for WIG vehicles

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고압분사주입공법에 의한 지반개량사례연구(II) -흙막이벽 배면지반보강 및 차수효과 (Case Studies on Ground Improvement by High Pressure Jet Grouting(II) Effect on the Ground Reinforcement and Cut off of Ground Water Behind Temporary Retaining Walls)

  • 윤중만;홍원표;정형용
    • 한국지반공학회지:지반
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    • 제12권5호
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    • pp.5-16
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    • 1996
  • 지하수위가 높고 느슨한 사질토지반에서 가설흙막이벽을 설치하여 지하굴착공사를 실시할 경우 굴착저면에서 보일링현상이 발생하여 굴착공사 뿐만 아니라 인접구조물에 상당한 피해를 주게 된다. 따라서 최근에는 흙막이벽 배면지반의 강도를 증대시키면서 동시에 흙막이벽의 차수효과를 높이기 위하여 고압분사주입공법을 실시하여 차수벽을 설치하는 보조공법인 널지 이용되고 있다. 고압분사주입공법에 의해 가설흙막이벽 배면지반에 시공된 지반개량체의 지반보강효과 및 차수효과를 검토하기 위하여 각종 실내시험 및 현장시험을 실시하였다. 시험결과 지반개량체는 지반조건과 시공방법에 따라 약간의 차이는 있으나 충분한 흙막이벽 배면지반의 보강 및 벽체의 강성보강 효과를 얻을 수 있는 것으로 나타났다. 한편 지반개량체의 투수계수는 원지반의 투수 계수보다 10-2~10-3cm/s정도 작아서 흙막이벽의 차수효과를 기대할 수 있는 것으로 나타났다.

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Overturning of rocking rigid bodies under transient ground motions

  • Sorrentino, Luigi;Masiani, Renato;Decanini, Luis D.
    • Structural Engineering and Mechanics
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    • 제22권3호
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    • pp.293-310
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    • 2006
  • In seismic prone areas it is possible to meet very different objects (equipment components, on shelf artefacts, simple architectural elements) that can be modelled as a rigid body rocking on a rigid foundation. The interest in their behaviour can have different reasons: seismological, in order to estimate the ground motion intensity, or more strictly mechanical, in order to limit the response severity and to avoid overturning. The behaviour of many rigid bodies subjected to twenty wide ranging acceleration recordings is studied here. The response of the blocks is described using kinematic and energy parameters. A condition under which a so called scale effect is tangible is highlighted. The capacity of the signals to produce overturning is compared to different ground motion parameters, and a good correlation with the Peak Ground Velocity is unveiled.

Investigation of the Downwash Induced by Rotary Wings in Ground Effect

  • Tanabe, Yasutada;Saito, Shigeru;Ooyama, Naoko;Hiraoka, Katsumi
    • International Journal of Aeronautical and Space Sciences
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    • 제10권1호
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    • pp.20-29
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    • 2009
  • There are concerns about the influence of the gust wind caused by helicopters affecting the moving vehicles while hovering over the road during rescue activities. For the understanding of such complicated flow. numerical simulation of a rotor hovering above the ground has been carried out, changing the rotor/ground clearances. The rotor thrust is kept constant. and the rotor control is determined by trim adjustments incorporated into the CFD algorithm. Collective pitch angle and the required power decreases with the rotor/ground clearance which agrees with experience. Changes of the flowfield near the rotor with regard to the rotor height are investigated based on the calculated results.

지반침하가 매설배관의 건전성에 미치는 영향 (Effect of Ground Subsidence on Reliability of Buried Pipelines)

  • 이억섭;김동혁
    • 한국정밀공학회지
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    • 제21권1호
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    • pp.173-180
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    • 2004
  • This paper presents the effect of varying boundary conditions such as ground subsidence, internal pressure and temperature variation for buried pipelines on failure prediction by using a failure probability model. The first order Taylor series expansion of the limit state function incorporating with von-Mises failure criteria is used in order to estimate the probability of failure mainly associated with three cases of ground subsidence. Using stresses on the buried pipelines, we estimate the probability of pipelines with von-Mises failure criterion. The effects of varying random variables such as pipe diameter, internal pressure, temperature, settlement width, load for unit length of pipelines, material yield stress and pipe thickness on the failure probability of the buried pipelines are systematically studied by using a failure probability model for the pipeline crossing ground subsidence regions which have different soil properties.