• Title/Summary/Keyword: faulting

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The Feature of Indosinian Movement and its comparison with Yanshanian Movement in the Yanshanian area, China (중국 연산지역의 인지운동(印支運動)의 특징 및 연산운동(燕山運動)과의 비교)

  • 조성윤;김형식
    • The Journal of the Petrological Society of Korea
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    • v.6 no.1
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    • pp.45-51
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    • 1997
  • Tectonic movements in the Mesozoic were significant events to structural evolution in East China, so far as to West Pacific area. Typical Mesozoic structures were formed and outcropped in Yanshanian mountain area in which Yanshanian movement was named. It is generally considered that the most of outcropping structures in this area were formed in Yanshanian movement. But general studies indicated recently that more than half of the folds were formed in Yanshanian movement. But general studies indicated recently that more than half of the folds were formed and most of fault were in great reverse activity during Indosinian movement in Late-Triassic epoch. The tectonic dynamics setting of Indosinian move ment is a N-S compressive stress system originated by northward movement of Sino-Korean massif and its collison with Xingan-Mongolia fold zone. A series of closed folds (nearly E-W axial trace)and some overturned folds were formed in Indosinian movement and incoaxially superposed by Yanshanian deformation, Faulting characteristcs in the area were thrust faulting caused by compressive stress in Indosinian movement, some of which appear to be positive structural inversion, and oblique-thrust caused by compressive-shear in Yanshanian movement.

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Microstructural Features and K-Ar Ages of Fault Gouges from Quaternary Faults along the Northern Yangsan Fault, SE Korea

  • Chang Oh Choo;Tae Woo Chang;Kounghoon Nam;Jong-Tae Kim;Chang-Ju Lee;Gyo-Cheol Jeong
    • The Journal of Engineering Geology
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    • v.33 no.1
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    • pp.121-136
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    • 2023
  • Microstructural characterization, identification of mineral assemblages, and K-Ar age dating of fault gouges from five Quaternary fault sites segmented along the northern Yangsan Fault, SE Korea were performed to understand formation condition and multiple activity of faults. The mean and median sizes of particles of bulk gouges vary among the studied faults: 1.75 ㎛ and 1.43 ㎛ for the Danguri Fault, 1.94 ㎛ and 1.79 ㎛ for the Yukjae Fault, 5.57 ㎛ and 4.16 ㎛ for the Yugye Fault, and 5.55 ㎛ and 2.31 ㎛ for the Bogyeongsa Fault. Fault gouges contain abundant secondary minerals, including smectite, chlorite, illite, kaolinite, laumontite, and mordenite, which are found in association with quartz and feldspar. K-Ar dating of the fault gouges (both bulk samples and separate size fractions) yields ages ranging from 59.1 to 18.8 Ma, with bulk ages of 47.6 Ma for the Yukjae Fault, 59.1 Ma for the Ansim Fault, 39.4 Ma for the Yugye Fault, and 22.6 Ma for the Bogyeongsa Fault. The finer fractions generally have younger K-Ar ages compared with the coarser fractions, and the finest fraction (<0.2 ㎛) is the youngest for each fault. Hydrothermal alteration of the gouges is considered to have occurred under low-temperature (100~200℃) conditions during faulting. Microstructural features and clay mineral assemblages of fault gouges and brecciated rocks should be considered when interpreting fault events and reactivation, in addition to age dating of faulting.

Structural Behavior of Concrete Pavement Due to Temperature Variations (온도변화에 의한 콘크리트 포장도로의 구조 거동 연구)

  • 조병완
    • Computational Structural Engineering
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    • v.4 no.2
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    • pp.95-102
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    • 1991
  • Some sections of concrete highway pavements have been viewed with great concern by highway officials and engineers due to the severe cracking and failure problems. This is mainly due to the traffic loads in addition to temperature variations between top and bottom of concrete slab, which cause the concrete slab to curl up and down depending on the thermal gradient, respectively. Subsequently, a major consideration was given to the derivation of stiffness matrix and equivalent nodal loads due to the uniform gravity load, temperature and shrinkage of concrete. And the structural behavior of concrete highway pavement due to the temperature variations throughout the nations has been emphasized.

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Indian Earthquake(2001. 1. 26) and its damaged charateristics (2001. 1. 26 인도지진 및 그 피해 특성)

  • 전명순
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2001.04a
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    • pp.3-9
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    • 2001
  • The Ms 7.7 earthquake of Gujarat, India occured early in the morning of January 26, 2001. Subsequent of the earthquake, as a Seismologist at Korea Institute of Geoscience and Mineral Resources(KIGAM), I have been visited epicentral area here reporting the impressions and initial observations collected during the period of Feb. 07 to 13. The trace of surface faulting was not founded. However the mechanism of the earthquake suggests the indenting Indian plate to the Eurasian plate was the tectonic background of this earthquake. Large casualties compare with the magnitude and focal depth of the event, seems due to the poor construction of the typical ordinary Indian housing structure. The wall and roof of the house are very thick to avoid high temperature of the epicentral region.

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Discussion on the Quaternary fault movement at Yugye-ri area in the northern part of Yangsan Fault (양산단층 북부 유리계 일대의 신기 단층운동 소고)

  • 경재복
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2001.04a
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    • pp.66-73
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    • 2001
  • Yangsan fault in the southeastern part of Korean peninsula has been locally reactivated along a prexisted fault during the late Pleistocene time. Geomorphological evidence of the reactivation is revealed at the northern segment(Yugye-ri, Tosung-ri areas) of the Yangsan fault. The reactivation is distinctively characterized by fault gouge and fracture zone with high frequency in the Yugye-ri area. Obique slip separation of the area is about three meters of the middle terrace. The cumulative vertical displacement is recognized after the formation of the middle terrace. Age of the reactivated faulting is constrained to during the formation of dissected valley deposits. Average vertical slip based on paleo-event is inferred to about 0.5-0.7 meter in this area.

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What is the Faults? (단층이란 무엇인가?)

  • Lee, Byung-Joo;Cheong, Jang-Yeong
    • Proceedings of the Korean Geotechical Society Conference
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    • 2007.09a
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    • pp.127-137
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    • 2007
  • Faults are fractures along which there is visible offset by shear displacement parallel to the fracture surface. Faults can occur as single discrete breaks, but where the rock has been repeatedly faulted, or where the rock is especially weak, no discrete break may be evident. What forms instead is a fault zone composed of countless subparallel and interconnecting closely spaced fault surfaces. Faulting is fundamentally a brittle mechanism for achieving shear displacement. At deep crustal levels where rocks tend to deform plastically under conditions of elevated temperature and confining pressure, shear displacement is achieved by and development of shear zones. In this paper authors propose the fault grade in Korea.

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Potential Curves of Fault Coal Seam in Electrical Prospecting (전기심사(電氣深査)에 의(依)한 함단층(含端層) 단층구조(斷層構造)의 전위측정(傳位測定)에 관(關)한 연구(硏究))

  • Suh, Baek-Soo
    • Journal of Industrial Technology
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    • v.3
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    • pp.9-15
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    • 1983
  • To detect faulted coal seam, two and three dimensional model experiments were conducted. The size of three dimensional water tank is $170cm{\times}80cm{\times}95cm$ and the size of model coal seam is $20cm{\times}50cm{\times}1cm$ carbon plate. In this paper, various potential curves were made changing distance and model size from surface. Using these curves, interpretation of faulting coal explotation in complex topography can be done by comparing field data each other.

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A Finite Element Analysis Of Thermal Load On The Concrete Highway Pavement (유한요소법에 의한 온도 하중의 해석)

  • 조병완
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1991.04a
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    • pp.26-28
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    • 1991
  • In the recent years, a rigid pavement composed of a flat concrete slab has ken constructed due to the desirable structural strength of concrete, durability and economy. However, despite of precise design and construction of concrete highway pavement, some sections of the 88 Olympic express highway, Jung-bu express highway, and Kyung-bu express highway, which have shown premature cracking, faulting, and pumping before the end of their intended service life, have already been viewed with great concerns by highway officials and engineers. Since environmental variations and traffic loads might be considered as major factors to cause pavement failure problems, the thermal load due to temperature variations between top and bottom surface of the concrete slab was highlighted to verify analytical behavior of concrete slab using the finite element method.

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An Analytical Model Study on the Thermal Stress around the Uplifted Province within the Continental Lithosphere (대륙 암권내의 융기지역에서 열응력 분포모델에 관한 연구)

  • Han, Uk
    • Economic and Environmental Geology
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    • v.24 no.1
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    • pp.57-62
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    • 1991
  • This study presents results of thermal stress calculations around the uplifted province within the continental lithosphere. A set of thermal stresses for the uplifted provinces are calculated using by assumption of two dimensions along the extension of the strike. The calculations utilize thermoelastic displacement potential function. Thermal stress distribution-faulting conditions inferred from this study are consistent with the suggested surface heat flow and place an important constraint on the thermal state of the uplifted provinces within the continental lithosphere.

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Simplified modelling of continous buried pipelines subject to earthquake fault rupture

  • Paolucci, Roberto;Griffini, Stefano;Mariani, Stefano
    • Earthquakes and Structures
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    • v.1 no.3
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    • pp.253-267
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    • 2010
  • A novel simple approach is presented for the seismic analysis of continuous buried pipelines subject to fault ruptures. The method is based on the minimization of the total dissipated energy during faulting, taking into account the basic factors that affect the problem, namely: a) the pipe yielding under axial and bending load, through the formation of plastic hinges and axial slip; b) the longitudinal friction across the pipe-soil interface; c) the lateral resistance of soil. The advantages and drawbacks of the proposed method are highlighted through a comparison with previous approaches, as well as with finite element calculations accounting for the 3D kinematics of the pipe-soil-fault systems under large deformations. Parametric analyses are also provided to assess the relative influence of the various parameters affecting the problem.