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《Building Structure》 2002-11
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Appraisal and Reinforcement for a Basement Rising and Cracking

Xu ChunGuo  
A buildings basement rose up at Foshan city because of groundwater buoyant force action, maximum springing deflection was 213mm, which caused 1 0~2 5mm width cracks on the beams and columns of the basement.The structure was in limit state.The cause of the accident is analyzed.The reinforcing treatment for the basement by anchor bars is also introduced here.
【CateGory Index】: TU746
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