TEST APPRAISAL AND REINFORCEMENT OF A FLOATED BASEMENT

Liu Wenjing; Yang Jianzhong; Wang Ni; Zhang Guohui

doi:10.13204/j.gyjz201006029

Volume 40 Issue 6

Dec. 2014

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Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 127-130

He Wei. RESEARCH AND INTEGRATION DESIGN OF OLD AND NEW CAMPUS PUBLIC SPACE IN HUNAN UNIVERSITY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 47-49. doi: 10.13204/j.gyjz201105011

Citation:

Liu Wenjing, Yang Jianzhong, Wang Ni, Zhang Guohui. TEST APPRAISAL AND REINFORCEMENT OF A FLOATED BASEMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 127-130. doi: 10.13204/j.gyjz201006029

He Wei. RESEARCH AND INTEGRATION DESIGN OF OLD AND NEW CAMPUS PUBLIC SPACE IN HUNAN UNIVERSITY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 47-49. doi: 10.13204/j.gyjz201105011

Citation:

Liu Wenjing, Yang Jianzhong, Wang Ni, Zhang Guohui. TEST APPRAISAL AND REINFORCEMENT OF A FLOATED BASEMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 127-130. doi: 10.13204/j.gyjz201006029

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TEST APPRAISAL AND REINFORCEMENT OF A FLOATED BASEMENT

doi: 10.13204/j.gyjz201006029

1.
Shenzhen Branch of China Academy of Building Research,Shenzhen 518057,China

Received Date: 2009-05-05
Publish Date: 2010-06-20

Abstract

Abstract

In Shenzhen a buildings basement rose up unevenly because of groundwater buoyancy force action，the maximum rising was up to 397 mm，which caused serious damage to structural components. In this paper，the floated reason of the basement and the failure mechanism of the structure were analyzed，and on this basis，the completed permanent anti-buoyant treatment and the structure reinforcement of the basement were carried out，which achieved good economic and social benefits.
- basement,
- damage,
- anti-buoyant,
- reinforcement