• Title/Summary/Keyword: 층리

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Engineering Characteristics of Shales due to the Angle of Bedding Planes (층리면을 고려한 셰일의 공학적 특성)

  • 김영수;서인식;허노영;이재호;김병탁
    • Journal of the Korean Geotechnical Society
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    • v.17 no.1
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    • pp.5-13
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    • 2001
  • 강도 또는 변형 이방성은 층리진 최적암, 박층모양의 변성암, 균일하게 절 리가 나있는 암석에서 흔히 볼 수 있다(Amadei, 1982, 1996). 특히, 대구지역은 퇴적암의 일종인 셰일로 구성되어 층리면의 각도에 따라 역학적인 특성이 달리 산정되어져야 한다. 이에 본 연구에서는 층리면의 각도를 달리하여 시료를 성형한 후 각종 시험을 수행하였다. 그 결과 일축 압축강도는 수평면과 층리면이 이루는 각이 0$^{\circ}$, 90$^{\circ}$에서 최고 강도를, 60$^{\circ}$에서 최저 강도를 나타내었다. 또한 간접 인장시험과 점 하중시험, 탄성파시험에서는 90$^{\circ}$에서 최고값을, 0$^{\circ}$에서 최저값을 보였다. 그리고, 층리에 따른 퇴적압의 일축 압축강도를 간접 인장강도, 점하중강도와의 상관성을 분석하여 각각의 관계를 회귀분석을 통한 상관식으로 나타내었다. 추가적으로 층리에 따른 공학적특성을 정량적으로 나타내었다.

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A Study of Locally Changing Pore Characteristics and Hydraulic Anisotropy due to Bedding of Porous Sandstone (다공질 사암의 층리에 따른 국부적 공극특성 변화와 수리 이방성 특성)

  • Yang, Hwa-Young;Kim, Hanna;Kim, Kyeongmin;Kim, Kwang Yeom;Min, Ki-Bok
    • Tunnel and Underground Space
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    • v.23 no.3
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    • pp.228-240
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    • 2013
  • Anisotropy observed in sedimentary rock such as sandstone is mainly caused by existence of bedding consequently influencing on its hydraulic characteristics. The aim of this study is to investigate the influence of locally changing pore structure due to bedding on the hydraulic anisotropy of sandstone, in terms of localized porosity. X-ray CT scan is applied to observe the internal pore structures which is hard to be seen by other experimental methods. Permeability test is also conducted for samples cored at every $15^{\circ}$ from $0^{\circ}$ to $90^{\circ}$ with respect to bedding plane. As a result, the permeability anisotropy is manifest having 1.8 of anisotropy ratio ($k_{90^{\circ}}/k_{0^{\circ}}$) and corresponds with the anisotropy of porosity due to bedding.

Facies Analysis of the Early Mesozoic Hajo Formation in the Chungnam Basin, Boryeong, Korea (보령지역 충남 분지 중생대 초기 하조층의 퇴적상 분석)

  • Lee, Sin-Woo;Chung, Gong-Soo
    • Journal of the Korean earth science society
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    • v.31 no.1
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    • pp.18-35
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    • 2010
  • Facies analysis of the Late Triassic Hajo Formation, the lowest stratigraphic unit in the Chungnam Basin, shows that the lower part is composed mainly of breccias or conglomerates; the middle part, conglomerates; and the upper part, conglomerates and sandstones. The formation consists of 13 facies, which include horizontally stratified clastsupported conglomerate, clast-supported massive breccia, matrix-supported massive breccia or conglomerate, matrixsupported graded conglomerate, massive pebbly sandstone, horizontally laminated sandstone, massive sandstone, graded sandstone, inversely graded sandstone, planar cross-bedded sandstone, trough cross-bedded sandstone, low angle crossbedded sandstone, and massive mudstone. These are grouped into 4 facies associations (FA). FA I consisted of clastsupported and matrix-supported massive breccias presumably deposited in the talus or upper fan delta environment. FA II consists of matrix-supported massive conglomerate and horizontally stratified clast-supported conglomerate of cobble size and it seems to have been deposited in the upper fan delta environment. FAIII consisted of matrix-supported massive conglomerate of pebble size, horizontally laminated sandstone and massive sandstone may have been deposited in the middle fan delta environment. FAIV consists of massive pebbly sandstone, horizontally laminated sandstone and massive sandstone and presumably was deposited in the lower fan delta environment. In general the Hajo Formation is interpreted to have been deposited at the talus/upper fan delta environment in early stage; it might have been deposited in the alternating environments of upper and middle fan delta in middle stage; and it seems to have been deposited in alternating environments of middle and lower fan delta in late stage.

Diatom Succession Representing the Paleoclimatic Change from Laminated Sediments around Antarctica (남극 엽층리 퇴적물로부터 규조 종을 이용한 고기후 변화 연구)

  • Bak, Young-Suk;Yoon, Ho Il;Yoo, Kyu-Cheul;Lee, Young-Up
    • Journal of the Korean earth science society
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    • v.36 no.2
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    • pp.190-197
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    • 2015
  • This study investigated the paleoclimatic change using diatoms that were extracted from the high-resolution laminated layers of diatom ooze sediment cores GC08-EB01 in the eastern basin of the Bransfield Strait, Antarctica. The range of diatom valves per gram of dry sediment was from $0.4-4.2{\times}10^8g^{-1}$ in quantitative diatom assemblage analysis. Laminations are classified using visually dominant diatom species and terrigenous content. Biogenic diatom ooze laminae characterised by bloom of Corethron crilophilum, Eucampia antarctica, Fragilariopsis curta, F. kerguelensis, Odontella weissflogii, Proboscia inermis, R. styliformis, Thalassiosira antarctica, and Chaetoceros resting spores. Terrigenous laminae characterised by mixed diatom assemblage. The ratio of (Fragilariopsis curta+F. cylindrus)/Thalassiosira antarctica increase in horizons, suggesting increased sea-ice cover in the study area during the late Holocene (cold events). As a result, five cold events are identified on the basis of frequency of the critical taxa throughout the section.

Estimation of Shear Strength of Discontinuous (bedding) Cut Sedimentary Rock Slope by Using Back Analysis (역해석을 통한 퇴적암 절취비탈면 불연속면(층리)의 전단강도 추정)

  • Kim, Chang-Ho;Kim, Bong-Yong;Park, Tae-Wan;Kim, Tae-Hyung
    • Journal of the Korean Geosynthetics Society
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    • v.17 no.1
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    • pp.139-152
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    • 2018
  • This study is an analysis of slope failure examples of cut sedimentary hills during construction road in Kyoungsang Basin, especially Yangsan Fault system (Ilkwang-Dongrae fault). This area involved a lot of hillslope failures compared to other areas during road construction. The exposed failure slopes were first face-mapped, and then back analyzed based on the limit equilibrium method to assess the shear strength parameters of discontinuity (bedding). The results of this analysis indicate that the shear strength parameters of discontinuity (bedding) are significantly smaller than those used in the design stage and presented in the existing works. The filling in the bedding and emerging groundwater may be decreasing strength parameters. Especially, the clay in the bedding plays a key role in the effect of the shear strength. The study also suggests that the bedding angle and the internal friction angle are proportional to each other. Using this relationship and knowing the bedding angle, the friction can easily be estimated.

Anisotropic Analysis of Tunnel in Sedimentary Rocks (퇴적암 지반 Tunnel의 이방성해석)

  • 김영수;허노영;이재호;성언수
    • Journal of the Korean Geotechnical Society
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    • v.17 no.1
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    • pp.109-118
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    • 2001
  • 대구지역은 광범위한 층리가 균일한 형태로 발견되는 지역으로 역학적인 이방성을 나타내고 있다. 이러한 이방성을 가진 지반은 지하 구조물의 거동이 등방과 다른 양상을 보이므로 이방성해석이 수행되어야 한다. 이에 본 연구에서 대구지역 셰일에 대해 암판정상 경암과 보통암에 대해 동일한 시료에서 등방과 이방상태의 탄성정수를 층리각도($\beta$)별로 산출하였고 이것을 바탕으로 하여 유한 요소법을 사용한 이방성 해석을 수행하였다. 해석결과 이방상태의 응력과 변위의 결과는 등방과 다름을 알 수 있었다. 변위는 층리각에 따라 등방에 비해 지표면에서 약 3배까지 증가하며, 록볼트는 최대 2.04배, 숏크리트는 2.93배 증가하게 나타난다. 또한, 측압계수(K$_{0}$)가 이방성 암반과 터널구조물에 미치는 영향을 알 수 있었다. 따라서, 본 지역과 같은 층리가 존재하는 지반의 구조물 건설에서 이방성해석이 필수적임을 알 수 있다.

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Paleocurrent Analysis of the Cretaceous Hayang Group in the Northeastern Part of Euiseong Subbasin, Southeast Korea (한국 의성소분지 북동부 백악기 하양층군의 고수류)

  • Koh In Seok;Lee Yong Tae;Shin Young Sik
    • The Korean Journal of Petroleum Geology
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    • v.4 no.1_2 s.5
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    • pp.12-19
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    • 1996
  • Directional sedimentary structures (channel structure, cross stratification, and current ripple) were observed in fine to gravelly ye.y coarse sandstones of the Cretaceous Mayans Group (lljig, Hupyeongdong, and Jeomgok formations) in the northeastern part of Euiseong subbasin of Kyongsang basin, Southeast Korea. Large and small scale channel structures are common in all formations. Trough cross-stratification and channel structure frequently occur in the lljig formation (proximal fluvial deposit), whereas planar cross- stratification, cross lamination, and current ripple occur abundantly in the Hupyeongdong and Jeomgok formations (distal braided fluvial to marginal lacustrine deposits). The paleocurrent directions inferred from a statistical analysis of total 43 directional sedimentary structures show a mean azimuth of $290^{\circ}C$ with a standard deviation of $\pm68$. It suggests that the main flow of the paleocurrents moved toward the WNW direction and the source area of the sediments would be located somewhere in the ESE direction beyond the study area.

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Sedimentology of Inclined Heterolithic Stratification in Sukmo Channel, Kyonggi Bay, Korea - Application to Oil Sand Exploration (경기만 석모수도 수로제방 조간대층에 발달하는 경사이질암상층리의 퇴적학적 연구 - 오일샌드 탐사 적용가능성)

  • Choi, Kyung-Sik;Dalrymple, R.W.;Chun, Seung-Soo;Kim, Sung-Pil;Park, Se-Jin
    • The Korean Journal of Petroleum Geology
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    • v.11 no.1 s.12
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    • pp.18-26
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    • 2005
  • An occurrence of inclined heterolithic stratification (IHS) is described from a tidal point bar in a 40-m-deep distributary of the macrotidai, Han River delta, Korea. The channel bank demonstrates a convex-upward profile with intermittent presence or wave-formed scarps and terraces near the low-water level. The vertical succession of IHS is approximately 25 m thick and dips into the channel with angles reaching up to $14^{\circ}C$. The IHS overlies 15 m of trough cross-bedded sand deposited in the channel bottom. Even though the channel as a whole is ebb dominated, the preserved cross bedding is predominantly flood directed because the mutually evasive nature of the ebb and flood currents causes the point bar surface to be flood dominated. The IHS itself consists of inter-stratified fine sand, sandy silt, and silt with an fining-upward textural trend. Seasonal discharge variations of the Han River are not obvious in the deposits, because tile large size, distal location, and energetic tidal environment of the studied channel reduces the impart of river-stage fluctuations.

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Measurement of Rock Permeability Considering In-situ Stress Conditions (현장 응력조건에 따른 암석 투과도 특성 분석)

  • Kim, Jaewon;Choi, Junhyung;Choe, Keumbong;Sim, Sumin;Lee, Dae Sung
    • Tunnel and Underground Space
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    • v.27 no.1
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    • pp.26-38
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    • 2017
  • In this study, bedding rock permeability was measured using Berea sandstones with three different beddings. The fracture permeability was also measured using tight sandstone with two different fracture regimes considering in-situ stress conditions. The Berea sandstone with vertical, horizontal and non-bedding was used to analyze evolution of permeability upon in-situ stress conditions. In order to describe applied effective stress around rock in underground, the triaxial pressure cell & hydrostatic pressure cell was designed and permeability experiments were performed with controlled axial and confining pressures. The measurement of permeability was conducted by increasing and decreasing effective stress. The permeability of non-bedding rock sample is the most sensitive to applied stress conditions and fracture permeability of tight sandstone increases with fracture treatment with proppant.

Depositional Processes of Pyroclastic Density Currents in Lacustrine Environments: An Example from the Cretaceous Jeonggaksan Formation in Danjang-myeon, Miryang City (호수 내 화쇄밀도류의 퇴적과정: 밀양시 단장면 일원 백악기 정각산층의 예)

  • Gihm, Yong Sik;Park, Seung-Ik
    • Economic and Environmental Geology
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    • v.55 no.3
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    • pp.295-307
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    • 2022
  • We studied the Cretaceous Jeonggaksan Formation to determine depositional processes of pyroclastic density currents entering into the lacustrine environments. This formation is composed largely of sandstone-mudstone couplets and (tuffaceous) normally graded sandstones deposited in lacustrine environments, interbedded with two pyroclastic beds: welded massive lapilli tuff and normally graded lapilli tuff. The welded massive lapilli tuff (10 m thick) is composed of poorly sorted, structureless lapilli supported by a welded ash matrix. The normally graded lapilli tuff (4 m thick) is characterized by moderately to well sorted natures and multiple normally graded divisions in the lower part of the bed with internal boundaries. The contrasting depositional features between these lapilli tuff are suggestive of different physical characteristics and depositional processes of pyroclastic density currents in the lake. Overall poorly sorted and massive natures of the thick, welded massive lapilli tuff are interpreted to have been formed by rapid settling of pyroclastic sediments from highly concentrated and sustained pyroclastic density currents. In this case, the pyroclastic density currents were able to displace lake water from shoreline and the pyrolclastic density currents preserved their own heat except for frontal parts of the currents. As a result, welded textures can be formed despite entrance of pyroclastic density currents into the lake. The internal boundaries of the normally graded lapilli tuff reflect unsteady natures of the pyroclastic density currents at the time of the deposition and the pyroclastic density currents can not provide sufficient pressure to displace lake water. As a consequence, the pyroclastic density currents transformed into water-saturated turbidity currents, forming relatively well sorted, normally graded lapilli tuff.