Application of High Pressure Jet Grouting Pile with Undrained Open Caisson Combined Construction Technology in the Protection of Yangtze River Levee

Abstract:

It is easy to cause Yangtze River embankment soil slip or even collapse to have a deep foundation pit construction adjacent to Yangtze River outside embankment，with lots of risk . A new combined construction technique for large caisson is presented. The construction technology, the earthwork excavation of deep high pressure jet grouting pile combined with undrained open caisson construction technology, with data monitoring for the open caisson excavation control is adopted. This study mainly summarizes the advantages of deep high pressure jet grouting pile combined with undrained caisson combined construction technology engineering application, and describes the process of the combined construction and measures of deviation correction.The new combining construction technique has made a relatively effective protection for the Yangtze River levee and its ecological environment,having great engineering application value to some similar engineering.

• Periodical: Applied Mechanics and Materials (Volumes 368-370)
• Pages: 1443-1449
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.368-370.1443
• Online since: August 2013
• Authors: Jun Yang Wei, Bao Tian Wang, Jing Hua Zhang, Bin Zhou
• Keywords: Adjacent to Yangtze River outside Embankment, Combined Construction Technology, Engineering Application Value, Excavation Control, High Pressure Jet Grouting Pile, Open Caisson

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