• 제목/요약/키워드: civil society

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지속하중 재하시 보강토 옹벽의 거동특성 - 축소모형실험 (Behavior of Geosynthetic Reinforced Modular Block Walls under Sustained Loading)

  • 유충식;김선빈;변요셉;김영훈;한대희
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.121-130
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    • 2006
  • Despite a number of advantages of reinforced earth walls over conventional concrete retaining walls, there exit concerns over long-term residual deformation when used as part of permanent structures. In view of these concerns, time-dependant deformation characteristics of geosynthetic reinforced modular block walls under sustained loads were investigated using reduced-scale model tests. The results indicated that a sustained load can yield appreciable magnitude of residual deformation, and that the magnitude of residual deformation depends on the loading characteristic as well as reinforcement stiffness.

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공간적 변이성을 고려한 지진파 생성 (Spatially variable ground motion simulation)

  • 박두희;유세프 하샤시;이승찬;이현우;천병식
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.625-633
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    • 2006
  • Spatial variability of ground motions has significant influence on dynamic response of longitudinal structures such as bridges and tunnels. The coherency function, which quantifies the degree of positive or negative correlation between two ground motions, is often used to describe the spatially variable ground motions. This paper compares two available procedures for developing spatially variable ground time histories from a given coherency function. Hao's method shows serious limitation, resulting in unrealistic decrease in coherency with increase in distance Abrahamason's method, on the other hand, preserves important characteristics of the reference ground motion. Therefore, the Abrahamason's method is recommended to be used in developing spatially varying ground motions.

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A Study of Design in Rank Badges for Old Chinese Military and Civil Officials

  • Park, Kyoung-Sook
    • 한국복식학회:학술대회논문집
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    • 한국복식학회 2003년도 International Costume Conference
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    • pp.34-34
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    • 2003
  • This report is a study of designs embroidered in rank badges of military and civil officials' uniform in old China. Rank badges, or Bo(補) in Chinese, which are attached to officials' uniform, are embroidered designs on the breast and the back for people to easily discern between military and civil officials as well as between higher ranking and lower ranking officials. Bo(補) was used for various social stratum including king, queen, king's brothers, prince, and princess. This study, however, is focused on design of Bo(補) attached to the uniform of military and civil officials. This study first started with the origin of Bo(補) design, woven symbols in patches on the breast and the back of Gibsa(集史)'s uniform during the Yuan(元) dynasty. Lastly, this study reviewed and analyzed design of Bo(補) for military and civil officials during the Ming(明) and Qing(淸) dynasties.

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불법매립폐기물에서 선별된 토사의 지반환경공학적 특성 분석 (Geoenvironmental Characteristics of Sorted Soil From Unregulated Landfill Wastes)

  • 정하익;김상근;류권;이용수
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2001년도 봄 학술발표회 논문집
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    • pp.605-610
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    • 2001
  • There has been a steady increase in geoenvironmental engineering projects where geotechnical engineering has been combined with environmental concerns. Many of these projects involve some investigation on geoenvironmental characteristics related to waste landfill and waste soil. This study was carried out to evaluate the geoenvironmental properties of sorted soil from unregulated landfill wastes. The physical, mechanical, and environmental Properties of sorted soil were investigated for utilization in civil works.

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실내 모형시험을 통한 교란에 따른 PBD개량효과 연구 (A Study on PBD Improvement Effect depending on disturbance by Laboratory Model Tests failure.)

  • 임진규;김우진;황성원;강권수;김종열
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1132-1135
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    • 2008
  • In this study, a circular and indoor soil tank foundation was manufactured to study the improvement according to the degree of turbulence arising from PBD penetration, using the existing plate-type shoe and improved V-type shoe to change the degree of turbulence. Furthermore, to study the foundation improvement effect, the strength, settlement speed in the turbulence area were compared according to the shoe penetration. The results of the study showed that the V-type shoe reduced the strength coefficient decrease effect, and the foundation improvement effect according to the degree of turbulence was identified.

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점성토에서 유한요소해석에 의한 무소음.무진동 스크류PHC말뚝의 거동 분석 (An Analysis on the Behaviors of a Noise & Vibration-Free Screw PHC Pile in cohesive Soils by Finite Element Code)

  • 김영필;하영민;정호영;황정환;최용규
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.377-384
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    • 2009
  • Noise & vibration-free screw pile method is being developed for solution of noise and vibration problem in existing pile method. In this paper, prior to pilot test construction, conditions which a PHC pile and a screw PHC pile were constructed into ground were modeled by finite element code and through the parametric study in cohesive soils, the behaviors of two kinds of pile according to soil characteristics were compared.

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현장타설 모형말뚝의 수평재하시험을 통한 하중전이 거동 분석 (Analysis of Loading Translation Behavior for Drilled Shafts Modeling Pile through Lateral Loading Test)

  • 박준범;김홍락;윤명준;허성준;김홍택
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.1011-1016
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    • 2009
  • In this study, to performed laboratory model tests in order to verify on load transfer condition of drilled shaft under lateral loading. To conducted model test on polystyle drilled shaft under multi layer ground conditions. In model test, to measured the strain of drilled shaft and displacement under later loading. In order to verify on model test results, to conduct the numerical analysis.

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석분혼합토의 지반공학적 특성 (Geotechnical Engineering Characteristics of Mixed Soil Containing Stone Sludge)

  • 김찬기;김중철;박욱근;김의조;김용철
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.1378-1382
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    • 2009
  • This study is conducted to investigate the possibility of the utilization of the mixed soil formed by mixing stone sludge, bentonite, and residual soil as a soil sealant sustaining both stability and capacity in the barrier system. And the mixed soil formed by mixing stone sludge, river sand is conducted to investigate the possibility of recycle. A series of tests were performed on the mixed soil(stone sludge, bentonite, Cement and residual soil) to evaluate basic properties such as compaction, compressive strength, permeability of these materials. and the stone sludge-river sand mixed soil were performed the discharge capacity tests.

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드론 LiDAR를 활용한 점군 데이터 정확도 검증 기술 개발 (Development of LiDAR Drone-based Point Cloud Data Accuracy Verification Technology)

  • 박재우;염동준
    • 한국산업융합학회 논문집
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    • 제26권6_3호
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    • pp.1233-1241
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    • 2023
  • This paper investigates the efficient application of drone LiDAR technology for acquiring precise point cloud data in construction and civil engineering. A structured workflow encompassing data acquisition, processing, and accuracy verification is introduced. Practical testing on a construction site affirms that drone LiDAR surveying yields accurate and reliable data across various applications. With a focus on accuracy and verification, the results contribute to the progression of surveying methodologies in construction and civil engineering. The findings provide valuable insights into the dynamic technological landscape of these fields, establishing a foundation for more effective and precise surveying techniques. This study underscores the transformative potential of drone LiDAR technology in shaping the future of construction and civil engineering survey practices.

라돈가스의 문제점과 사례분석을 통한 해결방안 (Radon Gas Problems and Solutions through Case Analysis)

  • 송호재;김근영;이아름;최용주;남경필;박준범
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제25권1호
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    • pp.1-11
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    • 2020
  • 본 연구에서는 라돈가스의 환경적 문제점을 구체적으로 파악하였다. 각 나라별 라돈가스 환경문제 사례 분석을 통하여 국가별 라돈 가스 농도와 위험도를 조사하였다. 환경적 문제가 되는 라돈가스 유입의 방지법을 조사 및 연구하여 소개한다