• Title/Summary/Keyword: induced ground

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Bearing Capacity of In-situ Pile Installed using Pulse Power (펄스파워를 이용한 현장타설말뚝의 지지력 특성)

  • Kim, Tae-Hoon;Chai, Soo-Geun;Jeong, Gyu-Geom
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.10a
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    • pp.521-527
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    • 2005
  • In the past decades, complain about ground vibration and noise induced by pile driving has been quickly increased. Because of that, auger drilled piling methods have frequently used specially in urban area. However, the present auger drilled piling methods induce inevitable ground disturbance as well as a certain degree of vibration and noise due to the final hammering. For these reasons, a new auger drilled piling method is required to be developed. This paper introduces PDT(Pulse Discharge Technology) piling method and presents the characteristics of bearing capacity. The PDT piling method is to install in-situ piles using electric power so called Pulse. The pile installed by PDT appears to be able to develop shaft and end bearing capacity efficiently.

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Steel Pile Corrosion in Potential Acid Sulfate Soil (잠재성 특이산성토중 강관말뚝의 부식)

  • Lee, Seung-Heon;Park, Mi-Hyeun;Yoon, Kyung-Sup
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2003.10a
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    • pp.559-562
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    • 2003
  • The results and discussions of surveyed case site at constructed steel pile in potential acid sulfate soil were as follows. Topography at surveyed site was local alluvial valley and that site soils was classified as BanGog and YuGye series as detailed soil surveyed results in RDA and soil texture was Clay/Clay Loam. Soils pH was neutral, which was average 7.5 but much decreased to average 4.2 after $H_2O_2$ treatment. Organic matter and sulfate ions contents were very rich. The corrosion was severe at ground water fluctuation depth. Deposits colored black were attached to steel pile surface, which because of violent reaction in treatment HCI solution, were guessed as corrosion products (FeS) reduced by sulfate reducing bacteria(SRB). Consequently, main cause was thought microbiologically induced corrosion at this site where there is ground water fluctuation occurring oxidation and reduction reactions in turn and the soil is potential acid sulfate soil.

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Structural Investigation of Ground Dickite by X-ray Radial Distribution Function Analysis

  • Hojin Ryu;Kazumasa Sugiyama;Fumio Saito;Yoshio Waseda
    • The Korean Journal of Ceramics
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    • v.1 no.2
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    • pp.106-110
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    • 1995
  • A structural analysis of dickite prepared by dry grinding with different grinding time has been made by X-ray diffraction. The $SiO_4$ tetrahedra are found to remain unchanged in the ground dickite samples by analysing the radial distribution function(RDF). On the other hand, with an increase of the grinding time a change in oxygen coordination number around aluminum has been quantitatively confirmed. This variation may be attributed to the change of hydroxyl induced by the prolonged grinding.

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Estimation of Structural Damage by Blasting Vibration Considering the Environmental Crack Deformation (일상 환경변화를 고려한 구조물 진동피해의 수준 평가)

  • 정지문;양형식
    • Journal of the Korean Geotechnical Society
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    • v.15 no.5
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    • pp.57-64
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    • 1999
  • In order to decide critical vibration level on structural damages induced by near blasting, deformation of existing cracks in structure was investigated and ground vibrations were measured. New criteria to evaluate blasting damage to structure are proposed considering daily deformation of cracks in structures. Results from 2 brick houses in fishing village show that new design criteria far more than current are required to cause structural damage for brick houses.

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Stress-Pore Pressure Coupled Finite Element Modeling of NATM Tunneling (NATM 터널의 응력-간극수압 연계 유한요소모델링)

  • Yoo, Chung-Sik;Kim, Sun-Bin
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.03a
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    • pp.189-198
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    • 2006
  • This paper concerns the finite element (FE) modeling approach for NATM tunneling in water bearing ground within the framework of stress-pore pressure coupled analysis. Fundamental interaction mechanism of ground and groundwater lowering was first examined and a number of influencing factors on the results of coupled FE analysis were identified. A parametric study was then conducted on the influencing factors such as soil-water characteristics, location of hydraulic boundary conditions, the way of modeling drainage flow, among others. The results indicate that the soil-water characteristics plays the most important role in the tunneling-induced settlement characteristics. Based on the results, modeling guidelines were suggested for stress-pore prssure coupled finite element modeling of NATM tunneling.

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Source Localization of Induced Noise from a Rolling Wheel of Ground Vehicle (회전하는 바퀴 주위의 유동소음원)

  • Kwon Oh-Sub;Jang Keun-Jeoung;Lee Seungbae
    • Proceedings of the KSME Conference
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    • 2002.08a
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    • pp.759-762
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    • 2002
  • Automobile aeroacoustics Is a developing area of technology where experimental and theoretical tools are being continuously refined to understand, analyze and modify the noise-generating mechanisms in the vehicle flow. Main sources of ground vehicle exterior noise are the tires (tire/road interaction) and the unsteady flow field around the vehicle. In this study, the sound source localization of a rolling tire was applied to the measurement of radiated sound by using an acoustic mirror system. A possible flow pattern that develops is suggested based on detailed wind tunnel investigations with a rotating wheel in contact with a moving belt.

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임기광산 폐석적치장의 수리침투특성 분석

  • 지상우;정영욱;임길재
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2004.09a
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    • pp.394-398
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    • 2004
  • This study was carried out to plan the prevention of the generation and discharge of acid mine drainage (AMD). Hydraulic characteristics were tested with the disk tension infiltrometer around the waste rock dump of the Imgi abandoned pyrophyllite mine in Busan, Korea. Because the waste rock dump of the Imgi mine have very low infiltration rate, most of rain was expected flowing into adjoined stream through the slope or plane as surface flow rather then throughflow or ground water. But slopes of the waste rock dump have many 'V' type erosion gullies and consist multi-layers. These gullies and multi-layers have coarse clastic particle layer which have very large hydraulic conductivity. So through these coarse clastic particle layers a large part of rain flow into ground. And also these layers could be played a function of aeration path, which induced oxidation of sulfide minerals and generation of AMD continuously.tinuously.

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Characteristics of the Current Density Induced Inside a Worker Near a Neutral Ground Reactor (중성점 접지 리액터 주변 작업자의 인체내부 유도전류밀도 특성)

  • Min, Suk-Won;Lee, Seung-Ho
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.59 no.10
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    • pp.1856-1861
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    • 2010
  • To reduce a high fault current, neutral ground reactors (NGR) were installed in the Korean substation. Current with several harmonic components flows in a NGR due to load unbalance in normal steady state and magnetic fields with several harmonic components are also generated around a NGR. As results of study, we found magnetic fields around a NGR in Korean substation included two harmonics, 180Hz and 540Hz. Magnetic fields of 180 Hz increased 3 times more current density inside a worker near a NGR than same magnitude magnetic fields of 60 Hz. We know a worker near a NGR may not meet ICNIRP guideline of 10(mA/$m^2$) due to several harmonic components.

A study on the review of the Terzaghi's tunnel load theory (Terzaghi 터널토압의 재조명에 관한 연구)

  • Park, Si-Hyun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.5 no.3
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    • pp.261-268
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    • 2003
  • Terzaghi's tunnel theory has been accepted to calculate tunnel loads conservatively in practical design until now. In this study, Terzaghi's tunnel theory was expanded to the inclined-layer ground with inclination of ground and stratification. Finally a new tunnel load equation was induced utilizing the original Terzaghi's tunnel theory and Terzaghi's tunnel theory was reviewed as well.

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The EMI characteristics research of electrodeless fluorescent lamp ballast (전원회로(무전극 철광등용 안정기)의 전자파장해 특성연구)

  • Lee, Se-Hyun;Kim, Hyun-Sook;Shin, Sang-Wuk;Hwang, Myung-Keun
    • Proceedings of the KIEE Conference
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    • 2002.11d
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    • pp.211-214
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    • 2002
  • In this paper, We have investigated the EMI (electro magnetic interference) characteristics of electrodeless fluorescent lamp ballast as a ground connection and have measured various waveforms, which can be expressed the disturbance voltages and radiated electromagnetic disturbances. induced the measuring instrument and found that effect of ground connection is the one of the important elements on EMI reduction.

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