Pile Load Transfering Function and Its Initially Appliction in Churning Driven Cast-in-place Pile in Xi'an District

Jul. 2021

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Pile Load Transfering Function and Its Initially Appliction in Churning Driven Cast-in-place Pile in Xi'an District[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(1): 18-22.

Citation:

Pile Load Transfering Function and Its Initially Appliction in Churning Driven Cast-in-place Pile in Xi'an District[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(1): 18-22.

Pile Load Transfering Function and Its Initially Appliction in Churning Driven Cast-in-place Pile in Xi'an District[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(1): 18-22.

Citation:

Pile Load Transfering Function and Its Initially Appliction in Churning Driven Cast-in-place Pile in Xi'an District[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(1): 18-22.

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Pile Load Transfering Function and Its Initially Appliction in Churning Driven Cast-in-place Pile in Xi'an District

Received Date: 2000-09-21
Available Online: 2021-07-22

Abstract

Abstract

Load transfering function is analyzed. Through research on some engineering materials, it is discovered that function of lateral resistence of churning driven cast-in-place pile in Xian satured loess area is comformed to hyperbola.Theory calculation method of the hyperloda parameters is discussed.Based on a project example,the method is proved reliable to calculate Q-s curve of single pile.
- pile foundation,
- load transfering function,
- satured loess