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(사)한국터널지하공간학회

Numerical analysis for semi cut and cover tunnelling method

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2013, v.15 no.2, pp.113-122



Abstract

Recently there has been increased interest for the portal and shallow tunnel for an eco-friendly tunneling method. Semi cut & cover tunnel excavation techniques applied to concrete slab and construction and a growing number of cases, but there is no load combinations and arch concrete cross section for the applicable standards. Therefore, in this study, ground conditions and tunnel overburden thickness, thickness of backfill, overburden surface slope angle changes to a variety of conditions in order to propose standards for the semi cut & cover method was performed numerical analysis. Regression analysis method to the analysis of the results of numerical analysis, and linear regression equations derived to classify and organize a rational, economical, and safe semi cut & cover tunneling method based proposed.

keywords
반개착식 터널, 수치해석, 회귀분석, 아치콘크리트, Semi cut and cover tunnel, Numerical analysis, Regression, Arch concrete

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(사)한국터널지하공간학회