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Abstract
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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
Submitted: October 31, 2012
Accepted: December 22, 2012
Published: June 30, 2013 |
Abstract:
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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.
Key words: Bearing capacity, experiment, mechanics of explosion, spring-settlement support, , ,
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Cite this Reference:
Zhang Weifeng, Guo Zhikun, Li Dapeng, Ren Wangjun, Wang Yonghui and Cao Lanfu, . 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, (06): 1074-1080.
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ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
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