Study on the Engineering Foundation and Structural Scheme of a Foreign-related Project

Dong Xiaoli^1, , Zhang Yuhui², Li Rui¹ and Du Jiaming¹

¹Beijing City University, China

²China Urban Construction Research Institute Co. LTD, China

Cite this paper:
Dong Xiaoli, Zhang Yuhui, Li Rui and Du Jiaming. Study on the Engineering Foundation and Structural Scheme of a Foreign-related Project. American Journal of Civil Engineering and Architecture. 2018; 6(5):216-222. doi: 10.12691/ajcea-6-5-7

Abstract

The buildings of the Confucius Institute and the Institute of Media and Art in Mozambique adopt a frame structure. Due to the building function and the architect's personalized modeling requirements, the project has a large planar opening area and a large span structure. We have completed the engineering structural design of the jump column and the foundation design of the geological conditions under which the self-weight collapsible soil. In addition, we also compared and analyzed the reinforcement of the calculation column of the "model column" method and the modified expansion coefficient method, checked the failure strength and stable ultimate bearing capacity, and also concluded and summarized the results for the design of foreign aid projects. Midas GTS software was used for foundation settlement analysis of self - weight collapsible sand.

Keywords:
slender column instability failure model column method modified expansion coefficient method self-weight collapsible sand

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