An analytical study on corrugated steel plate lining in cut-and-cover tunnel

A finite element method is used for the force analysis of semicircular arch-shaped corrugated steel plate lining. The assessment of stability and behavior for several conditions are executed from the analysis of soil-structure interaction in accordance with CHBDC (Canadian Highway Bridge Design Code, 2000). One fortieth scaled model tests were conducted on the semicircular arch lining to verify the FEM analysis results under the earth-load conditions.

keywords: 개착식 터널, 파형강판, 라이닝, EC 합성보강, 모형토조실험, Cut-and-cover tunnel, corrugated steel plate, encased concrete, CHBDC, Cut-and-cover tunnel, corrugated steel plate, encased concrete, CHBDC

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Article Contents

Vol.6 No.1

An analytical study on corrugated steel plate lining in cut-and-cover tunnel

Abstract

Reference

(사)한국터널지하공간학회