Experimental Study of Squeezed Branch Pile with Vertical Load

Zhou Lingling; Li Julong; Li Bin

Jul. 2021

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Zhou Lingling, Li Julong, Li Bin. Experimental Study of Squeezed Branch Pile with Vertical Load[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(5): 258-261.

Citation:

Zhou Lingling, Li Julong, Li Bin. Experimental Study of Squeezed Branch Pile with Vertical Load[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(5): 258-261.

Zhou Lingling, Li Julong, Li Bin. Experimental Study of Squeezed Branch Pile with Vertical Load[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(5): 258-261.

Citation:

Zhou Lingling, Li Julong, Li Bin. Experimental Study of Squeezed Branch Pile with Vertical Load[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(5): 258-261.

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Experimental Study of Squeezed Branch Pile with Vertical Load

College of Mineral Resource and Geoscience, China University of Minning and Technology, Xuzhou Jiangsu 221008 China

Received Date: 2005-06-20

Abstract

Abstract

Based on the results of slatic loading tests and measurements of body resistance and bottom resistance of six piles, the bearing capacity and deformalion behaviors of squeezed branch pile are analyzed. Further, through gray retated analysis the authentic bearing character of the squeezed branch pile is exposed.
- squeezed branch pile,
- Q—S curve,
- pile body resistance,
- pile bottom resistance,
- gray related analysis