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International Journal of New Developments in Engineering and Society, 2017, 1(3); doi: 10.25236/IJNDES.17331.

Theoretical study on the upper plate of assembled prestressed slab cable Foundation

Author(s)

Heyun Zheng, Xuyun Sheng, Lichun Yan

Corresponding Author:
Heyun zheng
Affiliation(s)

Department of mechanical engineering, North China Electric Power University, Baoding 071000, China

Abstract

According to the characteristics of mountain terrain, in response to the national grid proposed two new requirements, and actively carry out the bearing performance of the new foundation type in suitable conditions, research design method. In this paper, the theory of slab on the base of assembled prestressed plate is studied. The calculation of lower pressure stability, uplift overturning and horizontal anti sliding are analyzed.

Keywords

Load-carrying properties; Prefabricated prestressed cable Foundation; Down pressure stability; Uplift overturning; horizontal sliding

Cite This Paper

Heyun Zheng, Xuyun Sheng and Lichun Yan. Theoretical study on the upper plate of assembled prestressed slab cable Foundation.  International Journal of New Developments in Engineering and Society (2017) Vol.1, Num.3: 101-103.

References

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