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2013 (Vol. 6, Issue: 06)
Article Information:

Experimental Study on Influence of Bearing Capacity of the Shallow Buried Structure with the Spring-Settlement Support under Blast Action

Zhang Weifeng, Guo Zhikun, Li Dapeng, Ren Wangjun, Wang Yonghui and Cao Lanfu
Corresponding Author:  Zhang Weifeng 

Key words:  Bearing capacity, experiment, mechanics of explosion, spring-settlement support, , ,
Vol. 6 , (06): 1074-1080
Submitted Accepted Published
October 31, 2012 December 22, 2012 June 30, 2013
Abstract:

In order to find effective method to decrease the dynamic effect, the arched structure with the spring-settlement support was designed. The parameters such as pressure, strain and displacement was determined to investigate the influence of the shallow-buried and the spring-settlement supported structure’s bearing capacity under the dynamic loading. Experiment showed that the bearing capacity of the shallow-buried structure with the spring-settlement support was much enhanced as compared with conventional support under the dynamic loading. Experiment also proved that how much in a degree the spring- settlement support influence the bearing capacity is relative to spring’s rigidity.
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  Cite this Reference:
Zhang Weifeng, Guo Zhikun, Li Dapeng, Ren Wangjun, Wang Yonghui and Cao Lanfu, 2013. Experimental Study on Influence of Bearing Capacity of the Shallow Buried Structure with the Spring-Settlement Support under Blast Action.  Research Journal of Applied Sciences, Engineering and Technology, 6(06): 1074-1080.
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ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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