STUDY ON THE ADVERSE IMPACTS ON THE SCIENTIFIC RESEARCH CENTER IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY THE TALL FILL

Li Yaming; Jia Shuizhong; Cai Cihong; Li Wei; Zhou Xiaofeng

doi:10.13204/j.gyjz201111003

Volume 41 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(11): 11-15

Li Yaming, Jia Shuizhong, Cai Cihong, Li Wei, Zhou Xiaofeng. STUDY ON THE ADVERSE IMPACTS ON THE SCIENTIFIC RESEARCH CENTER IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY THE TALL FILL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 11-15. doi: 10.13204/j.gyjz201111003

Citation:

Li Yaming, Jia Shuizhong, Cai Cihong, Li Wei, Zhou Xiaofeng. STUDY ON THE ADVERSE IMPACTS ON THE SCIENTIFIC RESEARCH CENTER IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY THE TALL FILL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 11-15. doi: 10.13204/j.gyjz201111003

Citation:

Li Yaming, Jia Shuizhong, Cai Cihong, Li Wei, Zhou Xiaofeng. STUDY ON THE ADVERSE IMPACTS ON THE SCIENTIFIC RESEARCH CENTER IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY THE TALL FILL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 11-15. doi: 10.13204/j.gyjz201111003

PDF( 0 KB)

STUDY ON THE ADVERSE IMPACTS ON THE SCIENTIFIC RESEARCH CENTER IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY THE TALL FILL

doi: 10.13204/j.gyjz201111003

1.
Shanghai Institute of Architectural Design and Research,Shanghai 200041,China

Received Date: 2011-04-21
Publish Date: 2011-11-20

Abstract

Abstract

Tall fill was needed near the scientific research center which was one of the important multifunctional buildings in Shanghai Chenshan Botanical Garden.Research on the experiment dam,refutations of the design parameters,horizontal force transmission of the tall earth-retaining wall and the structure in both ends were introduced in detail in the paper.Investigation in the adverse impacts on the nearby building caused by the tall fill were explained and the utility design method was suggested,which could be a reference to relevant projects.
- tall fill,
- embankment piles,
- experiment dam,
- refutations of design parameters,
- horizontal foundation truss,
- analysis of the structure design