• Title/Summary/Keyword: Fault zones

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Thermo-hydraulic Modeling in Fault Zones (단층대에서의 열-수리적 거동 모델링)

  • Lee, Young-Min;Kim, Jong-Chan;Koo, Min-Ho;Keehm, Young-Seuk
    • Economic and Environmental Geology
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    • v.42 no.6
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    • pp.609-618
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    • 2009
  • High permeable faults are important geological structures for fluid flow, energy, and solute transport. Therefore, high permeable faults play an important role in the formation of hydrothermal fluid (or hot spring), high heat flow, and hydrothermal ore deposits. We conducted 2-D coupled thermal and hydraulic modeling to examine thermohydraulic behavior in fault zones with various permeabilities and geometric conditions. The results indicate discharge temperature in fault zones increases with increasing fault permeability. In addition, discharge temperature in fault zones is linearly correlated with Peclet number ($R^2=0.98$). If Peclet number is greater than 1, discharge temperature in fault zones can be higher than $32^{\circ}C$. In this case, convection is dominant against conduction for the heat transfer in fault zones.

Numerical Analysis of Stress Regimes in and around Inactive and Active Fault Zones (비활성 그리고 활성 단층지역 내부와 주변에서의 응력장에 대한 수치적 분석)

  • Jeong, Woo-Chang;Song, Jai-Woo
    • Journal of the Korean Society of Hazard Mitigation
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    • v.1 no.1 s.1
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    • pp.117-125
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    • 2001
  • This paper presented the analysis of stress regimes in and around inactive and active fault zones. The stress regime in the vicinity of an existing inactive fault zone is dependent on the orientation of the fault with respect to the current stress field and the contrast between the elastic properties of the faulted rock and those of the surrounding rock. In the analysis of stress regimes around an active fault zone, if the yielding stress is exceeded during loading, the localized shearing in a fault zone will result in weakness with mean stresses in the fault becoming lower than those in the surrounding rock. It can be expected that such stress gradients will induce fluid flow towards the faults zone.

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Prediction of Fault Zone ahead of Tunnel Face Using Longitudinal Displacement Measured on Tunnel Face (터널 굴진면 수평변위를 이용한 굴진면 전방의 단층대 예측)

  • Song, Gyu-Jin;Yun, Hyun-Seok;Seo, Yong-Seok
    • The Journal of Engineering Geology
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    • v.26 no.2
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    • pp.187-196
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    • 2016
  • We conducted three-dimensional finite element analysis to predict the presence of upcoming fault zones during tunneling. The analysis considered longitudinal displacements measured at tunnel face, and used 28 numerical models with various fault attitudes. The x-MR (moving range) control chart was used to analyze quantitatively the effects of faults distributed ahead of the tunnel face, given the occurrence of a longitudinal displacement. The numerical models with fault were classified as fault gouge, fault breccia, and fault damage zones. The width of fault cores was set to 1 m (fault gouge 0.5 m and fault breccia 0.5 m) and the width of fault damage zones was set to 2 m. The results, suggest that fault centers could be predicted at 2~26 m ahead of the tunnel face and that faults could be predicted earliest in the 45° dip model. In addition, faults could be predicted earliest when the angle between the direction of tunnel advance and the strike of the fault was smallest.

Numerical Analysis using Direct Shear Test Model for the Behavior of Buried Pipeline by the Fault Motion (단층활동시 매설 파이프라인의 거동에 대한 직접진단 시험모델 수치해석)

  • 장신남
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.41 no.6
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    • pp.64-74
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    • 1999
  • The frequency of earthquake occurrence tends to increase in Korea. Therefore, the stability of pipeline, such as watersupply pipe, gas pipe, and oil pipe etc. across fault zones in Gyoung-sang landmass is very important, expecially , in metropolitan area. There were some examples of the construction of buried pipeline across fault zones in Korea. the interactiion between the buried pipeline across fault zones and the ground is considered. As well, in the interfaces of them, the direct shear numerical analysis model including elasto-plastic joint element is assumed that the retained dilatancy theory in them, otherwise. Also, the other elements are modeled the ground is nonlinear elastic coutinuaus beam, respectively. In this study, the maximum shear force point exist inside retaine zone(anchored zone) during shwar (as fault sliding), and the distribution of pipeline's behavior is all alike them of pipeline buried in ladnsliding grounds. Since the pipeline is not continuous beam but jointed by steel-pipe segments , practically, on acting of a large bending moment or a shear force, then, those are may be unstable. The reaearch on this point may be new approach.

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AN OBSERVATION ON THE FRACTURE SYSTEMS OF THE SOUTHERN VIETNAM

  • Chang Sung Jin;Long Nguyen Tien
    • 한국석유지질학회:학술대회논문집
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    • autumn
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    • pp.6-22
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    • 2001
  • A study of the fracture systems in outcrops of southern onshore Vietnam revealed two kinds of fracture groups according to their origin: cooling fractures and deformation related fractures. Cooling of magma introduced extensive fractures in the batholiths with wide spacing and narrow aperture. They are found widespread in all magmatic bodies, but result in poor reservoir quality due to low bulk porosity and narrow aperture. Cooling fractures are often reactivated during later stress regimes. Deformation related fractures, especially 'fault damage zones' and 'hanging wall deformation' is thought to form the most important reservoir type in the fractured basement rock. The porosity formed by intense fracturing and fault breccia along minor fault zones is thought to be the producing zones in the producing fields of Cuu Long basin. They are found along major faults and widespread in hanging wall blocks.

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Sediment-hosted gold mineralization of the Kyaukpahto mine, Kawlin Township, Myanmar

  • Swe, Ye-Myint;Min, A-Ung;Lee, In-Sung
    • Proceedings of the KSEEG Conference
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    • 2003.04a
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    • pp.315-315
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    • 2003
  • Gold mineralization at Kyaukpahto occurs as stockworks/disseminations and locally as breccia zones in silicified sandstones of Lower to Middle Eocene Male Formation of Myanmar. The mineralization is spatially related with NNE -trending fracture zones_probably tensional open fractures caused by the right-lateral Sagaing fault system. Intensive silicification, sericitization, argillic alteration, sulfidation, and decalcification are recognized in the Kyaukpahto mine area. (omitted)

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Deep structure of Ulsan fault by electric and EM surveys in ipsil area, South of Kyeongju (전기, 전자탐사에 의한 경주남부 (입실지역)의 울산 단층 심부구조)

  • 손호응
    • Economic and Environmental Geology
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    • v.32 no.2
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    • pp.161-167
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    • 1999
  • Electric and electromagnetic surveys were conducted to investigate the deep structure of the Ulsan fault in Ipsil area, south of Kyeongju. On this study, especially high-frequency magnetotelluric method of electromagnetic survey in the frequency range of 10~100,000 Hz was mainly employed to study the deep subsurface configuration. High-frequency MT survey was performed at 70 points of spacing 30~50 m, making 3.8 km survey line. As a survey result, a 2-km-depth 2-D cross-section was achieved. It shows vertical and horizontal subsurface variations of resistivity values. Near-surface layer having low resistivity value becomes thicker eastward up to 800m. There is a steep low resistivity zone in the west side of survey line, and there exists two low resistivity zones dipping west in the east side of survey line. Two low resistivity zones are interpreted to be related to major movement pattern of the Ulsan fault. This suggests that major fault lines are developed on both peripheral sides of the broad fault zone.

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The Self-Fault Determination and Restoration Methodology based on the Ethernet Communication (이더넷 통신기반의 자율적 고장 판단 및 복구 방법론 연구)

  • Ko, Yun-Seok;Lee, Seo-Han;Choi, Hyun-Chul;Shin, Jae-Hyun
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.58 no.9
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    • pp.1674-1680
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    • 2009
  • This paper proposes an autonomous fault determination, fault zone isolation and fault restoration strategy based on the ethernet communication as a new attempt to solve the problem the of the existing central control method. In proposed method, The FRTU(Feeder Remote Terminal Unit)s on the feeder determines autonomously where the faulted zone is by exchanging the voltage and current information with neighbor FRTUs based on the network communication, and then separates the faulted zone in an nil-voltage status to make the protective device to reclose successively. In particular, the minimization of outage time and relational load balancing is archived by each interconnection switch which determines autonomously the load zone to be allocated among those zones after the sound outage zones was separated individually. Finally, to show effectiveness of the proposed fault restoration strategy, the several fault cases are simulated for the test distribution system, and the load balancing index of the proposed solution is compared with all of feasible solutions.

Convergence change in a tunnel face approaching fault zones (파쇄대에 접근하는 터널의 내공변위 변화 해석)

  • Lee, In-Mo;Lee, Seung-Ju;Lee, Joo-Gong;Lee, Dae-Hyuck
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.4 no.3
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    • pp.235-245
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    • 2002
  • The purpose of this study is to figure out the tendency of tunnel convergence during excavation and to present a methodology for the prediction of a fault zone ahead of a tunnel face by analyzing three dimensional displacements in various ways. 3-D numerical analysis was performed to investigate changes of tunnel convergence vectors near a fault zone and to propose a flow chart for predicting fault zones. Results of the site investigation and results of trend line analysis of in-situ data were compared to verify the usefulness of a trend line analysis. It is concluded that the orientation of faults can be predicted by using stereonets and the direction of initial stresses can be predicted from the arm length of a displacement vector as a tunnel approaches fault zones. The results of the trend line analysis coincided with those of the site investigation, and a methodology for the prediction of a fault zone was proposed.

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