• Title/Summary/Keyword: 지질경계

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A Finite-difference Modeling of Love Channel Waves in Transversely Isotropic Medium (유한차분식을 이용한 Transverse 이방성(異方性) 매질내 Love채널파동 연구)

  • Cho, Dong-Heng;Lee, Sung-Soo
    • Economic and Environmental Geology
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    • v.27 no.3
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    • pp.281-287
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    • 1994
  • The present paper deals with numerical modeling of Love channel waves in transversely isotropic elastic medium. First, an explicit finite-difference scheme of second order approximation is formulated with the wave equation of SH particle displacement in transversely isotropic medium. Since it is a heterogeneous formulation, it should enable efficient modeling of complex model structures without additional treatment of the internal boundary matching. With a model of isotropic coal seam embedded in high velocity host rock, seismograms are synthesized and tutn out to be essentially identical with published ones of Korn and $St{\ddot{o}}ckl$. Next, anisotropic coal seams are investigated. It is found that the horizontal velocity of the seam appears to play a major role of determining the group velocity of Love channel waves. The group velocity increases with the increase of the horizontal velocity or vice versa. However, further study will be needed to exploit fully Love channel waves for the determination of lithology, stratification, fracture in sedimentary rocks, for instance, for hydrocarbon exploration and development.

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A Study of Coarse Bed Materials in Small Streams in Rocky Mountains (로키 산맥 소하천의 조립질 하상 퇴적물에 관한 연구)

  • Kim, Jong-Wook
    • Journal of the Korean Geographical Society
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    • v.33 no.1
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    • pp.1-16
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    • 1998
  • This study surveyed intensively the relationships between grain size of coarse bed materials and some principal factors in channel system, drainage area and channel slope, in Rocky Mountains. The result of this research shows that there are statistically significant relationships between these factors. Generally, the grain size and the channel slope exponentially decreased in the study area with the increase in drainage area. However, there are great differences in grain size and channel slope between upstream and downstream channels. The boundary lines are commonly located at near the mouth of canyon. From these results, it can be concluded that the bed material characteristics and the channel slope are strongly influenced by the geological and geomorphological background of the drainage basin in this study area.

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Geographical Study on the Boundary Dispute of Ieodo Sea between Korea and China (한.중 간 이어도해(海) 영유권(領有權)분쟁에 관한 지리학적 고찰)

  • Song, Sung-Dae
    • Journal of the Korean Geographical Society
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    • v.45 no.3
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    • pp.414-429
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    • 2010
  • With regard to Ieodo, South Korea and China argue that Ieodo belongs to their territory respectively, considering its history. However, both parties haven't suggested concrete evidence to support their argument. Even if they suggest corroborative facts, they are distorted or exaggerated like myth. Therefore, it is important by what side primitive title and effective control are exercised in settling the problem of Ieodo. The issue was to suggest coherence logic by finding concrete geographical facts in the East China Seat the time of applying a method of boundary decision followed by the marine act, namely principle of median line and principle of equidistance. China has argued that China should occupy most of continental shelf in the East China Sea on the basis of silt, a deposit of the continent. However, the base of the East China Sea is a part of Eurasian Plate. In addition, a geographical contribution to formation of the continent shelf by the Korean Peninsula is equal to the Chinese Continent. Ieodo is 'Island of mythos' in China, but is 'Island of legend' suggested by concrete facts in South Korea. Therefore, its cultural titile and primitive title are belonged to South Korea, before its historical title.

PRELIMINARY INTERPRETATION OF DEPOSITIONAL ENVIRONMENT AND GEOLOGICAL STRUCTURE OF THE JEJU BASIN IN THE SOUTH SEA OF KOREA (남해 제주분지 해역의 퇴적환경 및 지질구조 예비 해석)

  • SikHuh;DongLimChoi;HaiSooYoo;DongJuMin;JongKukHong;KwangJaLee
    • Journal of the Korean Geophysical Society
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    • v.7 no.3
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    • pp.225-232
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    • 2004
  • To investigate the depositional environment and the geological structure of the Jeju Basin in the South Sea of Korea, we acquired 54-channel seismic data of about 1,980 line-km. The study area lies at the northeastern part of the East China Sea Trough, a Tertiary back-arc basin. The sedimentary basin formed by rifted activities resulted in the formation of graben and/or half-graben structures. The basin is composed of pre-rift, syn-rift and post-rift sediments bounded by regional unconformity. The pre-rift and syn-rift sediments consist of Oligocene, Early and Middle Miocene sequence, whereas the post-rift sediments consist of Late Miocene and Plio-Pleistocene sequences. Seismic and well data from the Jeju Basin indicate that Oligocene-Miocene sediments were deposited under fluvial and lacustrine depositional conditions. Following compressional tectonic movements in the Late Miocene time and a subsequent period of erosion, regional subsidence during the Pliocene time brought the Jeju Basin under marine conditions, resulting in the deposition of dominantly marine sediments.

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A Study on the Suitability of the Mohr-Coulomb Model for Numerical Analysis of Ground Excavation (지반굴착 시 Mohr-Coulomb 모델 적합성에 관한 수치해석적 분석)

  • Lee, Jonghyun;Jin, Hyunsik;An, Joonsang;Baek, Yong;Yoon, Hyeongsuk
    • The Journal of Engineering Geology
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    • v.30 no.1
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    • pp.1-15
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    • 2020
  • The Mohr-Coulomb model is mainly used in evaluating the behavior of the ground in numerical analyses of domestic ground excavation. This study analyzes its limitations and compares its numerical results with the hyperbolic model, a model that closely follows actual ground behavior during excavation. Recent applications of the Mohr-Coulomb model in Korea have tended to impose arbitrary special boundary conditions to control the problem of excessive heaving of the ground excavation surface. This adjustment only controls the size of the heaving of the excavation surface, implying that the ground behavior is distorted from the actual behavior. This study compares results from the hyperbolic model (hardening soil model) and the Mohr-Coulomb model, and confirms that the hyperbolic model provides both a more-suitable solution to the problem of heaving during excavation and the actual stress-strain behavior. In numerical analyses of ground excavation, the hyperbolic model is expected to give results consistent with the actual ground behavior.

The Geomorphic Characteristics of Okcheon Basin & Jincheon Basin (옥천분지와 진천분지의 지형특성)

  • Youn, In-Hyeok
    • Journal of the Korean association of regional geographers
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    • v.7 no.4
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    • pp.93-104
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    • 2001
  • The purpose of this study is to analyze the geomorphic characteristics of two erosional basins with same geological conditions. The study areas, the Okcheon basin ($36^{\circ}\;14'{\sim}36^{\circ}\;20'\;N,\;127^{\circ}\;32'\;30"{\sim}127^{\circ}\;37'\;37"\;E$) and Jincheon basin($36^{\circ}\;48'{\sim}37^{\circ}\;03'\;N,\;127^{\circ}\;22'{\sim}127^{\circ}\;36'\;E$), are located on middle part of the Geum river. The geological maps, a summit level map, and a drainage network map are created and analyzed the geomorphic characteristics. The main results are as follows: 1) The Okcheon basin and Jincheon basin are typical erosional basin, in which basin floor are composed of granite. 2) The formation of Okcheon basin and Jincheon basin resulted from differencial erosion after upwarping. 3) Okcheon basin and Jincheon basin are available for specialized agriculture area and a site of new settlement with satisfactory to accessibility.

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A Study on the Numerical Modeling Criteria for Underground Openings (지하공동굴착의 수치해석방법 적용기준 설정연구)

  • 이경진
    • The Journal of Engineering Geology
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    • v.5 no.1
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    • pp.31-44
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    • 1995
  • The puppose of this study is to propose the numerical modelling criteria for underground opening, rock mass continuum is regarded as homogeneous rock behaved linear elastic. The results of this study are summarized as follows: - Boundaries of the finite element mesh should be located at least 6 radii away from the center of the opening. - For circular openings, tension only developed when $K_0$ was less than one-fourAs the ratio of initial horiwntal to vertical stress increased, the inward springline movement increased and the inward crown movement decreased. - The displacement patterns developing for opening I shaped horse-shoe and opening II shaped powerstation are similar to those for circular openings. For both type opening I and opening II, stress concentrations develop at the intersection of the wall and floor. Greater stress concentrations are found for the type opening II.

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Environmental Evaluation and Final Reclamation Design for the Friar Tuck Abandonded Coal Mine Site, Southwestern Indiana, U.S.A. (미국 인디아나주 남서부 Friar Tuck 폐탄광에 대한 환경평가 및 최종 복구설계)

  • ;Terry R.West
    • The Journal of Engineering Geology
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    • v.6 no.2
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    • pp.65-81
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    • 1996
  • Friar Tuck, an Abandoned Mine Lands (AML) site, is located on the Greene-Sullivan county line in southwest Indiana. Prior to the on-going reclamation, Friar Tuck was one of the Indiana's largest and most environmentally adverse abandoned mine lands. The direct vegetation method was used to reclaim tailing ponds. Grading, capping, and revegetalon using agricultural limestone, fertilizer, mulch and seed were applied to the gob piles to abate acid mine drainage (AMD) and off-side sedimentaion. Erosion control structures such as terrace, diversion ditch, and gabion structures were also constructed to minimize erosion at slopes. A new method for treatment of AMD using apatite was tested in the laboratory and field. Apatite effectively removed iron, aluminum and sulfate while maintaining an almost constant pH. Apparently, this method can be applied to control AMD from mining refuse materials, even those containing high concentrations of iron and aluminum ions.

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Stability Evaluation of failed Slope in Gohan, Korea using Numerical Analysis (강원도 정선군 고한 지역 붕괴사면의 수치해석을 이용한 사면안정성 평가)

  • Jang, Hyun-Sic;Lee, Ju-Young;Seo, Yong-Seok;Jang, Bo-An
    • The Journal of Engineering Geology
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    • v.24 no.4
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    • pp.511-523
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    • 2014
  • Limit equilibrium analysis and finite difference analysis were used to evaluate slope stability in the in Gohan, Korea, which is affected by large-scale tensile cracks and uplift. There is a thick colluvial layer in the study area and predicting ground behavior is problematic because the presence of clay makes it difficult to determine the strength parameters of the soil. Consequently, a numerical model able to reflect the collapse properties of the site was required that applied the modified boundary layer model and calculated the strength parameters using back analysis. The numerical simulation results that consider the strength parameter one does with the present situation the establishment of the pile is completed, and the simulation is able to asses ground stability in complex terrain in a reliable manner. Also the somewhat it judges with the fact that it will be able to provide the fundamental data which secures the stability of the segment where it is unstable.

A Study on the Comparative Utilization of Cone Penetration Test and Seismic Prospecting (콘관입시험과 탄성파탐사의 비교 이용에 관한 연구)

  • 송무영;김팔규;김연천;류권일
    • The Journal of Engineering Geology
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    • v.8 no.1
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    • pp.25-34
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    • 1998
  • It is not easy to understand exact soil properties, because soil is nonhomogeneous and anisotropic. There are raany inefficient cases in aspect of time and economy in site survey. So this study tried to analyze the correlation of cone resistance and seismic velocity in order to present an efficient method in ground investigation. A cone penetrometer is frequently used to investigate soil properties, which are especially fit to investigate coastal soft ground. A portable cone penetrometer was used in this research. A portable cone penetrometer has an advantage in investigating the state of soil swiftly and is convenient to manipulate. Also, seismic prospecting is one of the most PoPular methods among geophysical prospecting methods in the estimation of ground properties and its usage is continuously increasing in the survey of soft ground Cone resistance makes a regular group according to stratum in each depth. The results of seismic prospecting show a tendency to have a certain coherence according to the boundary of straturft Therefore, cone resistance and seisrnic prospecting have considerable relations that rnay irnprnve the efficiency of ground investigation.

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