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Measurement of Joint Roughness in Large-Scale Rock Fracture Using LIDAR (LIDAR를 이용한 대규모 암반 절리면의 거칠기 측정)

  • Kim, Chee-Hwan;Kemeny, John
    • Tunnel and Underground Space
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    • v.19 no.1
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    • pp.52-63
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    • 2009
  • This is a study on large-scale rock joint roughness measurements using LIDAR (light detection and ranging) and the Split-FX point cloud processing software. The large-scale rock Joint Roughness Coefficient (JRC) is calculated using the maximum amplitude of joint asperities over the profile length on large-scale Joint surfaces of rock. As the profile length increases, JRC decreases due to scale-effects of rock specimens and is non-stationary. Also JRC shows anisotropy depending on the profile direction. The profile direction is measured relative to either dip or strike of the large-scale joint.

Numerical Simulation on the Shaking Table Test considering Soil Structure Interaction (구조물과 지반의 동적 상호작용을 고려한 진동대 시험에 관한 수치 시뮬레이션)

  • Lee, Sung-Kyung
    • Journal of the Earthquake Engineering Society of Korea
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    • v.9 no.5 s.45
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    • pp.21-28
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    • 2005
  • This paper proposes a shaking table test considering the dynamic soil strcuture interaction (SSI) by using the accelerations measured from superstructure and shaking table. The proposed method based on the substructure method is that only superstructure is used as an experimental model and dynamic soil stiffness is reflected on the controller of shaking table for soil model. At the moment, an experimental superstructure is excited by a shaking table with the motion required to emulate the dynamic behavior of total SSI system. First, the validity of the proposed method is verified by the verification model of numerical simulation, which is derived from the equation of motion of SSI system under consideration. Also, the applicability of the proposed method to shaking table test is numerically verified from the simulation model incorporating the transfer function of shaking table.

Correlation between Time Usage and Hope in 20s and 30s the Disabled (20대 및 30대 장애인의 시간사용과 희망의 관계)

  • Lee, Chun-Yeop;Chang, Moon-Young
    • The Journal of Korean society of community based occupational therapy
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    • v.4 no.1
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    • pp.11-21
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    • 2014
  • Objective : This study was aimed to survey the correlation between time usage and hope in 20s and 30s the disabled. Methods : From November to December 2012, 52 the disabled who have therapy in rehabilitation hospital in Busan and Gyeongnam, being diagnosed with spinal cord injury and stroke, were chosen. Semi-structured interview was carried out using a questionnaire involved time usage and hope. Results : The followings are the results of this study. First, the participants spent most time sleeping (10:47) and using media (3:41) on weekends. In additions, they spent most time sleeping (9:43) and health management (5:12) on weekdays. Second, doing household chores were positive correlation (.688) between time usage and hope (p<.05). However, no significant differences in time usage and hope. Conclusion : The results of this study would contribute to propose various activities for 20s and 30s the disabled.

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Geotechnical treatment for the fault and shattered zones under core foundation of fill dam (단층 및 파쇄대가 분포하는 Fill Dam 기초의 보강대책)

  • 김연중;최명달
    • The Journal of Engineering Geology
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    • v.2 no.1
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    • pp.19-35
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    • 1992
  • aThe elastic properties of the fault zone (width; 3~12m), the shattered zone (width; over 40m) and the fresh rock zone distributed under the core foundation of fill dam in granitic gneiss have widely different range. The deformation moduli of the fresh rock zone, the fault zone and the shattered zone obtained from in situ rock tests - Plate Load Test and Bore Hole Deformation Test - show a range of $42,000~168,000kg/\textrm{cm}^2,{\;}963~2,204kg/\textrm{cm}^2{\;}and{\;}1,238~2,098kg/\textrm{cm}^2$, respectively. The differential settlements hetween the fault zone and the fresh rock zone are expected after the dam construction. Therefore, the displacement of foundation and concrete fill are evaluated using FEADAM 84 program of finite element analysis. The geometric distribution of discontinuifies obtained from the site mapping and drilling is considered in the finite element analysis. The analysis shows that the differential settlements between the fault zone and the fresh rock zone is about 6cm, while that of concrete fill is within 0.5cm.

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Analysis of Improvement Effects on Building Approach Vulnerability by Expanding Emergency Rescue Centers in Busan (부산지역 119구조대 증설을 통한 건축물 접근취약성 개선효과 분석)

  • Choi, Jun-Ho;Lee, Ji-Soo;Hong, Won-Hwa
    • Fire Science and Engineering
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    • v.29 no.5
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    • pp.79-87
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    • 2015
  • The placement of Korean fire-fighting administrative power in urban areas shows regional unbalance. In an ideal system, all citizens would be provided with equal fire protection and rescue services, but this is usually difficult to realize due to regional conditions or budget problems. In the case of Busan Metropolitan City, we deduced that it is impossible for half of the buildings to receive rescue services within 5 min, and the conditions are much worse for areas with long or wide fire-fighting service regions. The approach vulnerability for the existing emergency rescue squad locations was assessed. The results revealed that if a rescue team's location is shifted, the improvement effect will be virtually insignificant because of their geographical position. Therefore, this study suggests the establishment of additional rescue squads. It is proven that adding 5 rescue centers in the following locations could solve the problem of approach vulnerability: Bukbu, Gangseo, Geumjeong, Gijang, and Haeundae, in order of effectiveness. The number of buildings in the areas is 53,546.

On the Forest Development Act (a Proposal) and Law of Forest Development Fund (a Proposal) (산림개발법(안)(山林開發法(案)) 및 산림개발(山林開發) 금고법(안)(金庫法(案))에 대(對)하여)

  • Park, Tai-Sik;Lee, Eung-Rae;Shim, Chong-Supp
    • Journal of the Korean Wood Science and Technology
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    • v.10 no.3
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    • pp.200-200
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    • 1982
  • 1. 전국의 산림은 산림개발의 유행에 따라 마음과 같이 3개권역으로 구분한다. 가. 용재림 개발권 주요산맥을 연하는 오지대(奧地帶) 나. 풍치림 개발권 고속도변(좌우 4km범위) 도시주변 공원지구, 기타 토지대 다. 농용림 개발권 전 가, 나 속에 속하지 않는 야산지대 2. 3대 개발권별로 우선 개발할 지역을 연차적으로 지정한다. 3. 개발지역을 지정시는 미리 산림의 용도를 구분하여 시정 고시한다. 4 개발지역내의 산주는 개발우도에 따라 개발의무를 진다. 5. 산주가 개발의무 불이행시는 대집행(代執行)으로 개발을 수행한다. 6. 대집행(代執行)은 가. 산림개발공단 나. 산림 경영을 하고 있는 능력있는 개인 또는 법인 다. 산림조합(산련, 산림포함)으로 하며, 산림청장이 지정한다. 13. 개발지역 내에서의 확정된 개발계획은 기존영림 계획에 우선한다. 14. 개발지역 내에서의 개발사업 수속절차는 이 법으로 일원화 한다. 7. 산주가 대집행자에 대하여 비용변상이 없는 한 이 양자간에는 수익(收益) 분배를 하여야 하며, 본계약의 장기 보장을 위하여 저당권 설정을 한다. 8. 산림개발의 중추적 대집행자인 동시에 경영자로서 시범적이며, 집단적인 산림개발과 임도시설 관리를 전담하는 산림개발 공단을 설립한다. 9. 장기처리와 융자지원을 위하여 산림개발 자금을 200억원 한도로 설치하고 이의 관리 운영을 전담할 산림개발 금고를 별도 법율로서 설립한다. 10. 산림개발 기금은 다음 재원으로 조성한다. 가. 국유임야 관리 특별회계의 잉여금 나. 임목의 벌채자 및 원목 수입이용 가공 판매자에 과하는 기금부담금 다. 매년 정부 예산에서 정하는 재원 11. 개발지역내에서는 취득세, 소득세, 등록세, 상속세, 양여세, 기타 공과금의 감면등 세제상의 특전을 부여한다. 12. 개발지역내에서의 산림도벌 무허가벌채등 산림 사범은 가중 처벌한다.

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