Experimental Investigation on Bearing Capacity Characters of Artificial Excavating Squeezed Branch Pile

Gao Xiaojuan; Li Yuehui

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2005 > 19(3): 148-151

Gao Xiaojuan, Li Yuehui. Experimental Investigation on Bearing Capacity Characters of Artificial Excavating Squeezed Branch Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(3): 148-151.

Citation:

Gao Xiaojuan, Li Yuehui. Experimental Investigation on Bearing Capacity Characters of Artificial Excavating Squeezed Branch Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(3): 148-151.

Gao Xiaojuan, Li Yuehui. Experimental Investigation on Bearing Capacity Characters of Artificial Excavating Squeezed Branch Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(3): 148-151.

Citation:

Gao Xiaojuan, Li Yuehui. Experimental Investigation on Bearing Capacity Characters of Artificial Excavating Squeezed Branch Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(3): 148-151.

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Experimental Investigation on Bearing Capacity Characters of Artificial Excavating Squeezed Branch Pile

Gao Xiaojuan^1,2,
Li Yuehui¹

1. Architecture Engineering College, Henan University of Science&Technology, Luoyang Henan 471003;
2. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou Zhejiang 310027 China

Received Date: 2005-02-06

Abstract

Abstract

Based on the full scale model static loading test, the mechanism of the load transfer of artificial excavating squeezed branch pile is studied At the same time, the proportion of load beared by disks and pile side under ultimate load are analyzed, and some beneficial conclusions are obtained
- artificial excavating squeezed branch pile,
- mechanism of load transfer,
- static load test