›› 2005, Vol. 26 ›› Issue (9): 1499-1501.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study about soil slope dynamic stability due to blasting vibration

ZHANG Lin, LIN Cong-mou   

  1. Institute of Geotechnical Engineering, Huaqiao University, Quanzhou 362021, China
  • Received:2004-08-23 Online:2005-09-10 Published:2013-12-30

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Abstract: Considering the time distance effect of blasting vibration and the quasi-static method, and making use of the improved slice method, this paper puts forward an analytic method of slope stability under blasting vibration; and gets a new computing technology of dynamic stability of slopes under blasting vibration. The calculation of an actual engineering example shows that the method is more reasonable and closer to the actuality than the conventional methods.

Key words: blasting vibration, dynamic stability analysis of slope, quasi-static method, time-distance effect

CLC Number: 

  • O 382
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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