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《ENGINEERING BLASTING》 2000-02
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VIBRATION FIELD AT TUNNEL CONTOUR INDUCED BY A CLOSE-IN BLASTING

YANG Nian hua, LIU Hui (China Academy of Railway Sciences, Beijing 100081, China)  
Firstly, the distribution of the blasting induced vibration field at contour of adjacent tunnel is studied. It is pointed that maximum vibration velocity occurs at frontal wall and arch to the blasting seismic wave; the vibration velocity at the wall corner is smaller and the vibration velocity of the other side wall is 1/25 of that of the frontal side. Secondly, based on a large amount of test data, effect of blasting features and geological conditions on the vibration attenuation is discussed and theoretically explained. Finally, some measures to minimize the blasting vibration are proposed on the basis of blasting vibration analysis.
【CateGory Index】: U45
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