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3차원 수치해석을 이용한 조기고강도 숏크리트 지보성능 분석
- 김종욱;
- 김정주;
- 조영재;
- 유한규
초록
Now-a-days, the trend in constructing tunnels is to build more deeper, more longer tunnels of greater cross-sections. That’s why, the demand of “Early-high-strength shotcrete” is very high because of their advantage of attaining higher strength immediately after excavation, which controls the ground subsidence. So, this study reveals the supporting phenomena of early-high-strength shotcrete, using three-dimensional numerical analysis. The crux of this study can be applied practically in construction sites also. Support Performance of two different qualities of shotcrete was checked out, by keeping the general shotcrete’s thickness constant and comparing it with early-high-strength shotcrete’s thickness decreasing it gradually in five steps, and analysing/comparing the support performance in all cases. Effect of using early-high-strength shotcrete was analysed to save the cost of steel sets, which are widely used for supporting the ground before the hardening of general shotcrete. The results of numerical analysis on the performance of early-high-strength shotcrete show that, it behaves more effectively under worse ground conditions and it can support the ground more conveniently than steel sets, before the shotcrete is hardened.
키워드
- 제목
- 3차원 수치해석을 이용한 조기고강도 숏크리트 지보성능 분석
- 제목 (타언어)
- 3-Dimensional numerical analysis on support performance of early-high-strength shotcrete
- 저자
- 김종욱; 김정주; 조영재; 유한규
- 발행일
- 2014-09
- 저널명
- 한국터널지하공간학회 논문집
- 권
- 16
- 호
- 5
- 페이지
- 459 ~ 470
- 언어
- KOR
- 출판사
- 사단법인 한국터널지하공간학회
- 발행국가
- 대한민국
- 분량
- 12 페이지
- ISSN
- E 2287-4747
P 2233-8292