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노삼영 ( Noh Sam-young ),권현호 ( Gown Hyeon-ho ),신동춘 ( Sin Dong-chun ),홍찬윤 ( Hong Chan-yun ),유성용 ( Yu Seong-yong ) 한국구조물진단유지관리공학회 2010 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.14 No.1
Sink-hole is a kind of ground settlements caused by collapse of the underground space when the important structure is constructed on the closed mine tunnel. Thus Sink-hole must be reinforced certainly. Therefore, in this study, experimental performance evaluation of Sink-hole-reinforcing slab is done by scaled model. In this time, rock and silt which is selected by soil condition, are used as ground model which scale is same ratio as reinforced slab. This experiment estimate through the stability of reinforced slab and the ground mutual behavior analysis.