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Liu Yi. Discussion of Several Problems in Second-Order Effect and Stability of Reinforced Concrete. Chongqing, Chongqing University of Architecture, 2000.

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Article

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

1Beijing City University, China

2China Urban Construction Research Institute Co. LTD, China


American Journal of Civil Engineering and Architecture. 2018, Vol. 6 No. 5, 216-222
DOI: 10.12691/ajcea-6-5-7
Copyright © 2018 Science and Education Publishing

Cite this paper:
Dong Xiaoli, Zhang Yuhui, Li Rui, 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.

Correspondence to: Dong  Xiaoli, Beijing City University, China. Email: dxlwu@163.com

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.

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