NUMERICAL SIMULATION OF MEASURES FOR CONTROLLING THE ADVERSE IMPACTS ON THE NEARBY MAIN ENTRANCE BUILDINGS IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY TALL FILL

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

doi:10.13204/j.gyjz201111004

Volume 41 Issue 11

Dec. 2014

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Li Wei, Jia Shuizhong, Li Yaming, Cai Cihong, Zhou Xiaofeng. NUMERICAL SIMULATION OF MEASURES FOR CONTROLLING THE ADVERSE IMPACTS ON THE NEARBY MAIN ENTRANCE BUILDINGS IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY TALL FILL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 16-19,29. doi: 10.13204/j.gyjz201111004

Citation:

Li Wei, Jia Shuizhong, Li Yaming, Cai Cihong, Zhou Xiaofeng. NUMERICAL SIMULATION OF MEASURES FOR CONTROLLING THE ADVERSE IMPACTS ON THE NEARBY MAIN ENTRANCE BUILDINGS IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY TALL FILL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 16-19,29. doi: 10.13204/j.gyjz201111004

Citation:

Li Wei, Jia Shuizhong, Li Yaming, Cai Cihong, Zhou Xiaofeng. NUMERICAL SIMULATION OF MEASURES FOR CONTROLLING THE ADVERSE IMPACTS ON THE NEARBY MAIN ENTRANCE BUILDINGS IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY TALL FILL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 16-19,29. doi: 10.13204/j.gyjz201111004

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NUMERICAL SIMULATION OF MEASURES FOR CONTROLLING THE ADVERSE IMPACTS ON THE NEARBY MAIN ENTRANCE BUILDINGS IN SHANGHAI CHENSHAN BOTANICAL GARDEN CAUSED BY TALL FILL

doi: 10.13204/j.gyjz201111004

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

Received Date: 2011-06-11
Publish Date: 2011-11-20

Abstract

Abstract

The ultimate bearing capacity of 28 m long pipe pile was analyzed by FLAC 3D.The numerical simulation of construction management plan of main entrance buildings was done.The measures for reducing the adverse impacts of the tall fill were studied.By engineering practice and the full process testing data analysis,it was recognized that the synthetical engineering methods of the isolated area of embankment piles and the reasonable construction management plans were safe and economical.
- tall fill,
- construction processe,
- embankment pile,
- adverse impact