터널의 지보방법에 관한 遠心模型實驗

• 영문명: The Support Types of the Tunnel for Centrifuge Model
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 유남재(Yoo Nam Jae) 이명욱(Lee Myung Woog) 박병수(Park Byung Soo)
• 간행물 정보: 『산업기술연구』vol.22, 199~209쪽, 전체 11쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 2002.09.30

영문 초록

This research is experimental thesis to prepare the structural safety of the upper bridge for support type on tunnel and the effect of settlement. Unit weight test and uni-axial compression test have been performed to simulate the physical property of foundation on the tunnel. Tunnel model of slip form type for centrifuge model has been developed to performed the tunnel excavation while field stress is activated. And the support type of tunnel such as umbrella arch method and large diameter steel pipe reinforce method has been tested for the centrifuge model. After the analysis of experiment, results show that internal displacement of large diameter steel pipe reinforce method is smaller than that of the umbrella arch method.

목차

Abstract

1. 서론

2. 실험

3. 작용하중의 재현

4. 모형장치의 제작

5. 결과의 분석

6. 결론

참고문헌

키워드

강관다단그라우팅 대구경강관지보공법 원심모형실험 Umbrella Arch Method large diameter steel pipe reinforced method centrifuge model test