Using Prestressed Concrete Pipe to Test the Grouting Reinforcement Effection

Li Lianying; Wang Zhiqiang; Zhang Xuefei

doi:10.3969/j.issn.1007-2993.2012.02.009

Volume 26 Issue 2

Jul. 2021

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Li Lianying, Wang Zhiqiang, Zhang Xuefei. Using Prestressed Concrete Pipe to Test the Grouting Reinforcement Effection[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(2): 90-93. doi: 10.3969/j.issn.1007-2993.2012.02.009

Citation:

Li Lianying, Wang Zhiqiang, Zhang Xuefei. Using Prestressed Concrete Pipe to Test the Grouting Reinforcement Effection[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(2): 90-93. doi: 10.3969/j.issn.1007-2993.2012.02.009

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Using Prestressed Concrete Pipe to Test the Grouting Reinforcement Effection

doi: 10.3969/j.issn.1007-2993.2012.02.009

Tianjin Institute of Geotechnical Investigation & Surveying, Tianjin 300191, China

Received Date: 2012-02-24
Available Online: 2021-07-06

Abstract

Abstract

There are many existing security risks of buildings in the new backfill pit. By using the grouting technologies to reinforce density,uniformity and bearing capacity, we can produce large settlement and uneven settlement in order to problem of negative skin friction of pile, and through the prestressed concrete pipe to test grouting effect in and outside the pit. The results showed that, the character of fill is improved obviously after grouting reinforcement. So, using grouting technology to treat fill is reasonable.
- grouting reinforcement,
- prestressed concrete pile,
- pressing pile force,
- negative skin friction