• 제목/요약/키워드: basements

검색결과 67건 처리시간 0.019초

한국남해(韓國南海)의 지질구조(地質構造)에 관(關)한 지구물리학적(地球物理學的) 연구(硏究) (Geophysical Studies on the Geological Structure in the Southern Sea of Korea)

  • 조규장;신병우
    • 자원환경지질
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    • 제14권2호
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    • pp.77-91
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    • 1981
  • An airborne magnetometer survey was carried out over an offshore area of about $200,000km^2$ from the southeastern, southern and western part of Korea. Detailed magnetic studies on the geological structure of the southern part of above area ($100,000km^2$) was accomplished. Residual aeromagnetic map was made in order to delineate magnetic provinces, magnetic lineaments and sedimentary basins by application of least square method using computer system. To determine the depth of the sedimentary basins pseudo-gravimetric method was applied. 1. The area studied is divided into four magnetic provinces for the purpose of interpretation on the basis of the magnetic maps. 2. Near shore area and its attached islands of southern part (fiirst and second magnetic province) can be regarded as being the extension from the land geology due to presentation of strong magnetic anomalies and shallow magnetic basements. 3. Magnetic lineament 1-1 is strong magnetic anomalous region which is presumably relevant to volcanic activities in Cretaceous. The depth of magnetic basement of the lineament was determined to 1,500 m. Negative magnetic anomalous zones B1-1 and B1-2 which represent Tertiary basins showed depth of magnetic basement 3 km and 4 km each. The latter can be interpreted as extension of the Taiwan basin which is consisted of Tertiary sediments. 4. Magnetic lineament 2-1 coincide with Rainan-Fukien massif running NE-SW direction. A lineament located in central part of magnetic lineament 2-1 is well connected with extension of Sobacksan anticlinal axis on land. Volcanic rocks in Gyongsang system concentrated along this lineament. 5. The characteristics of magnetic pattern in the southern Yellow sea basin of western part of Jeju island show weaker magnetic anomalies and deeper magnetic basements than first and second magnetic provinces indicating geological structure of this basin seems to be quite different from that of Jeju strait. 6. In southern part of Jeju island, smoother magnetic pattern develope southward. Maximum depth of magnetic basement in sedimentary basins BIV-1 and BIV-2 were determined down to 6,000 m increasing its thickness toward Taiwan up to 11,000 m in the shelf area off Taichung, Taiwan. Judging from the fact that hydrocarbon was founded in the Tertiary sediments of western coastal area of Taiwan, it can be expected that hydrocarbon will be existed in these sedimentary basins of southern part of Jeju island.

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남원 섬진강변 관로 매설을 위한 굴절파 탐사 (Seismic Refraction Survey for Installation of Water Pipe on a Side of the Seomjin River near Namwon)

  • 김기영;우남철;김형수
    • 지구물리
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    • 제2권3호
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    • pp.209-216
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    • 1999
  • 전라북도 남원군과 전라남도 곡성군을 경계로 흐르고 있는 섬진강의 남서쪽 강변에서 관로 매설에 필요한 지질정보 파악을 위한 굴절파 탐사를 실시하였다. 인라인 굴절법에 앞서 수행한 지오폰 간격 1 m, 오프셋 구간 -36∼+36 m의 워커웨이 자료로부터, 평균속도 585 m/s의 마른 토사층 하부에 평균 1,326 m/s의 속도를 갖는 젖은 사력층이 거의 수평 상태로 놓여 있으며, 그 하부에는 평균 4,218 m/s의 속도를 갖는 기반암이 분포하는 것으로 분석된다. 지오폰 간격 2 m로 획득한 총 220 m의 굴절파 측선자료를 GRM (Generalized Reciprocal Method) 방법으로 해석한 결과, 평균속도가 688 m/s, 1,473 m/s, 3,776 m/s인 3개 지층이 인지되며, 리핑이 불가능할 것으로 판단되는 기반암까지의 깊이는 숨은 층(hidden layer)의 영향에 따라 최소 1.51∼2.43 m부터 최대 2.25∼3.54 m까지로 구해진다. 이 지역 자료는 굴절법의 전형적인 문제점인 숨은 층 존재로 인하여 2번째 층의 두께를 정확히 계산하는데 어려움이 있다.

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깊은굴착에 의한 지반변위의 예측방법에 관한 연구 (A Study on the Prediction Method of Ground Displacement by Deep Excavation)

  • 안종필;박경호
    • 지질공학
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    • 제12권1호
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    • pp.1-21
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    • 2002
  • 최근 고도의 경제성장으로 인한 도시화와 바른 산업발달은 지하공간의 확장 뿐만 아니라 이용 및 최적화를 필요로 한다. 지하시설물이나 근접구조물의 피해 및 침하와 같은 많은 문제점을 일으키는 흙막이구조물을 위한 버팀굴착의 지역에서 넓고 깊은 기초가 건설되고 있다. 본 연구는 5개의 굴착 공사현장으로부터 얻어진 측정결과에 근거한 침하량과 침하의 영향거리에 관하여 고 하였다. 굴착깊이를 이용한 최대지표침하량(0.28∼0.3)(%)H는 계측값 및 Clough방법에 의한 값과 유사성을 갖으며 Clough 방법에 의한 침하량 및 침하영향거리의 산정이 가장 합리적임을 알 수 있다.

TORANOMON HILLS - Super High-Rise Building on Urban Highway -

  • Hitomi, Yasuyoshi;Takahashi, Hiroshi;Karasaki, Hidenori
    • 국제초고층학회논문집
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    • 제3권3호
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    • pp.167-171
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    • 2014
  • TORANOMON HILLS is the main building of a large-scale re-development project located in the center of Tokyo. This high-rise building has a height of 247 m and 52 floors above ground, 5 floors below ground, and $62m{\times}80m$ in plan. It is used as hotel, residential facilities, offices, shops and conference facilities. The super structure is mainly a rigid steel frame with response-control devices, using concrete-filled steel tube columns. The underground section is a mixed structure composed of steel, steel-reinforced concrete and reinforced concrete framings. The piled-raft foundation type is used. The remarkable feature of this high-rise building is that the motorway runs through the basements of the building, which makes it stand just above the motorway. This condition is an important factor of the building design. The plan shape is designed to fit along the curve of the motorway. Special columns at the corners are required to avoid placing columns in the motorway. This special column is a single inclined column in the lower floors that branches into two columns in the mid-floors to suit the column location in the upper floors. The cast steel joint is used for the branching point of each special column to securely transfer the stress.

공동주택 내 커뮤니티 시설의 배치 형태에 관한 사례 연구 (Case Study of the Community Facility Positioning Patterns in Community Housings)

  • 조수연;오정아;이현수
    • 한국주거학회:학술대회논문집
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    • 한국주거학회 2009년 춘계학술발표대회 논문집
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    • pp.101-105
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    • 2009
  • The purpose of this study is to figure out the trends of the community facilities patterns in the designated apartments through the method of analyzing a case of a community housing yet to be open to its tenants. The thesis is based on document research and analysis of apartments categorized into five different groupings all in a status of being a prospective dwelling. The conclusion of the case study results as follows. Firstly, the distribution of a plan is either centrifugal or widespread. Secondly, the elevation plan contains its facilities in the basements or low-rise floors. Thirdly, sports facilities such as an indoor driving range, a fitness club and a GX-room and a open square on the outer space were unifiably common to all five groupings. In conclusion, in light of the facility patterns shown in the five extracted groupings of apartments, it seems that it will be difficult for all residents to benefit from the public facilities because the facilities are perceived as being limited to only a specific tower which hampers the improvement of the quality of life of the rest of the tenants and dampens an active social gatherings. Therefore, the public facilities must be planned and constructed to meet the satisfaction of the residents in whole, in place of being a commercially lucrative space.

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옥동단층(玉洞斷層) (The Okdong Fault)

  • 김정환;고희재;기원서
    • 자원환경지질
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    • 제22권3호
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    • pp.285-291
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    • 1989
  • The Okdong Fault is situated in Okdong-Hamchang area, the central part of Korea. The area consists of Precambrian gneisses and granitoids, Paleozoic clastic and carbonate rocks, and Mesozoic clastic rocks and igneous intrusives. The Okdong Fault is situated along contact boundary between the lowermost Cambrian Basal Quartzite and Precambrian basements. Mylonites occur as narrow zone which is extended over 100km and is restricted to within 10m-30m along the Okdong Fault. The main features of mylonites are quartz mylonite derived from Cambrian Basal Quartzite and mylonitic granitoids from Precambrian granitoids. Movement sense is deduced as a sinistral strike-slip movement with evidence of rotation of sheared porphyroclasts, rotation of fragments and S/C-bands. The mylonite zone has been reactivated as fault which reveals oblique-slip movement. The fault resurges as faults which reveals normal(to the NW) and reverse(to the SE) dip-slip movement. Normal faults are dominant in the northern and southern part and reverse or thrust faults are dominant in the central part of the Okdong Fault. The thrust movement can be correlated with the Daebo Orogeny of Jurassic Period. Granites and dyke rocks intruded into Paleozoic and Precambrian rocks during Cretaceous Period.

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위법에 관한 文獻的 考察 (Bibliographic Study on Wibub(위法))

  • 지선영;이병욱;김상찬;변성희;김한균
    • 한방안이비인후피부과학회지
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    • 제16권2호
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    • pp.46-56
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    • 2003
  • Objects: The purpose of this thesis is to consider classification of Wibub(위법), heating method of Wibub(위법) and the diseases for which Wibub(위법) is efficacious through bibliographic basements. Methods: We bibliographically studied on Wibub(위법) through 20 existing oriental documents. Results: Summarized as follows; 1. Wibub(위법) is an external therapy of applying heated herbal powder or granules wrapped in a cloth or applying heated implements to the affected part. 2. Wibub(위법) is divided into two types. One is Yakwi(약위) which uses medicine, the other is Wibub(위법) which only uses implements. 3. The heating methods of Wibub(위법) are various. there are using directly heated medicine, using heated implement and using Naengwi(냉위) and Yeolwi(열위) in turns. 4. Wibub(위법) is efficacious for mammary disease like as acute mammaritis, mastitis, anal disease like as hemorrhoids, proctoptosis, sore, muscle disease, multiple abscess, pyogenic infection of bone, gonarthritis externally and efficacious for cold paralysis, cold limbs, vomiting with diarrhea, mass in abdomen, abdominal pain, constipation, urinary disease like as dysuria, ischuria internally. Conclusions: As the aboves. Wibub(위법) is able to be used variously in clinical cases. so we consider that it is necessary to study methods which improve practical use of Wibub(위법).

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A simple model for ground surface settlement induced by braced excavation subjected to a significant groundwater drawdown

  • Zhang, Runhong;Zhang, Wengang;Goh, A.T.C.;Hou, Zhongjie;Wang, Wei
    • Geomechanics and Engineering
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    • 제16권6호
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    • pp.635-642
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    • 2018
  • Braced excavation systems are commonly required to ensure stability in construction of basements for shopping malls, underground transportation and other habitation facilities. For excavations in deposits of soft clays or residual soils, stiff retaining wall systems such as diaphragm walls are commonly adopted to restrain the ground movements and wall deflections in order to prevent damage to surrounding buildings and utilities. The ground surface settlement behind the excavation is closely associated with the magnitude of basal heave and the wall deflections and is also greatly influenced by the possible groundwater drawdown caused by potential wall leakage, flow from beneath the wall, flow from perched water and along the wall interface or poor panel connections due to the less satisfactory quality. This paper numerically investigates the influences of excavation geometries, the system stiffness, the soil properties and the groundwater drawdown on ground surface settlement and develops a simplified maximum surface settlement Logarithm Regression model for the maximum ground surface settlement estimation. The settlements estimated by this model compare favorably with a number of published and instrumented records.

무선센서네트워크에서 삼변측량법 기반 이동노드 위치 오차를 줄이는 탐색기법 (Improved Trilateration Method on USN for reducing the Error of a Moving Node Position Measurement)

  • 문형진;정희영;한군희
    • 디지털융복합연구
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    • 제14권5호
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    • pp.301-307
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    • 2016
  • 탄광, 지하실, 지하창고 등 위험한 지역에서 일하는 일군들의 움직임을 비롯한 위치 측정은 안전을 위해 반드시 필요한 기술이다. 위험하고 제한된 환경에서의 USN의 위치 측정 기법들은 다양하게 존재한다. 위치 측정 기법 중에 삼각측량법은 간단하기 때문에 여러 분야에서 많이 적용되고 있다. 하지만 측정기구와 전파 장애 및 물리적 장애로 인해 오차가 발생하여 정확한 위치를 파악하기 어렵다. 본 논문에서는 4개의 Anchor와 움직이는 노드 사이의 거리 정보를 다양하게 활용하여 재계산하여 기존 삼각측량법으로 얻은 위치보다 오차범위를 줄일 수 있는 방법을 제안한다. 또한 제안 기법을 통해 거리 측정하여 움직이는 노드의 위치 즉, 예측점을 계산하였을 때는 기존 삼각측량법보다 계산의 오버로드가 발생하지만 수학적으로 위치측정 오차 범위 계산 시 41%가 향상되었다.

Assessment of damages on a RC building after a big fire

  • Ada, Mehmet;Sevim, Baris;Yuzer, Nabi;Ayvaz, Yusuf
    • Advances in concrete construction
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    • 제6권2호
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    • pp.177-197
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    • 2018
  • This paper presents a case study about the damages on the structural elements of a cast in place reinforced concrete (RC) building after a big fire which was able to be controlled after six hours. The fire broke off at the $2^{nd}$ basement floor of the building, which has five basements, one ground, and two normal floors. As a result of intensely stocked ignitable materials, it spread out to the all of the upstairs. In visual inspection, most of the typical fire damages were observed (such as spalling, net-like cracks, crumbled plasters, bared or visible reinforcement). Also, failures of the $2^{nd}$ basement columns were encountered. It has been concluded that the severity failures of the columns at the $2^{nd}$ basement caused utterly deformation of the building, which is responsible for the massive damages on the beam-column connections. All of the observed damages were categorized related to the types and presented separated regarding the floors. Besides to the visual inspection, the numerical analysis was run to verify the observed damaged on the building for columns, beams, and the connection regions. It is concluded from the study that several parameters such as duration of the fire, level of the temperature influence on the damages to the RC building. Also, it is highlighted by the study that if the damaged building is considered on the overall structural system, it is not able to satisfy the minimum service requirements neither gravity loads nor earthquake conditions.