라펜트│카페│블로그│더보기
아카데미 홈 명사특강 대학연구실탐방 조경실무 동영상강의 한국의 전통정원 학회별 논문
학회별 논문

한국건설관리학회
한국건축시공학회
한국도로학회
한국생물환경조절학회
한국생태학회
한국수자원학회
한국식물학회
한국실내디자인학회
한국자원식물학회
한국잔디학회
한국조경학회
한국지반공학회
한국하천호수학회
한국환경생물학회
한국환경생태학회

한국지반공학회 / v.26, no.9, 2010년, pp.33-47

( An Adaptive and Real-Time System for the Analysis and Design of Underground Constructions )
; ;
 
초 록
Underground constructions continue to provide challenges to Geotechnical Engineers yet they pose the best opportunities for development and deployment of advance technologies for analysis, design and construction. The reason for this is that, by virtue of the nature of underground constructions, more data and information on ground characteristics and response become available as the construction progresses. However, due to several barriers, these data and information are rarely, if ever, utilized to modify and improve project design and construction during the construction stage. To enable the use of evolving realtime data and information, and adaptively modify and improve design and construction, the paper presents an analysis and design system, called AMADEUS, for underground projects. AMADEUS stands for Adaptive, real-time and geologic Mapping, Analysis and Design of Underground Space. AMADEUS relies on recent advances in IT (Information Technology), particularly in digital imaging, data management, visualization and computation to significantly improve analysis, design and construction of underground projects. Using IT and remote sensors, real-time data on geology and excavation response are gathered during the construction using non-intrusive techniques which do not require expensive and time-consuming monitoring. The real-time data are then used to update geological and geomechanical models of the excavation, and to determine the optimal, construction sequences and stages, and structural support. Virtual environment (VE) systems are employed to allow virtual walk-throughs inside an excavation, observe geologic conditions, perform virtual construction operations, and investigate stability of the excavation via computer simulation to steer the next stages of construction.
 
키워드
 
한국지반공학회지:지반 / v.26, no.9, 2010년, pp.33-47
한국지반공학회
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201034049319798)
언어 : 영어
논문 제공 : KISTI 한국과학기술정보연구원
목록보기
회사소개 광고안내 이용약관 개인정보취급방침 책임의 한계와 법적고지 이메일주소 무단수집 거부 고객센터
   

하위배너이동