Study about soil slope dynamic stability due to blasting vibration

被引：0

作者：

机构：

[1] Zhang, Lin

[2] Lin, Cong-Mou

来源：

Zhang, L. (zhanglinoo00723@sohu.com) | 2005年 / Academia Sinica卷 / 26期

关键词：

Blast resistance - Blasting - Dynamic mechanical analysis - Dynamic response - Explosions - Soil mechanics - Vibrations (mechanical);

D O I：

暂无

中图分类号：

学科分类号：

摘要：

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.

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