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Experimental Study on the Vertical Bearing Properties of a Rooted Bored Pile
The in-situ static load tests of one straight pile with diameter of 1m and one rooted pile with diameter of 1.5m were carried out by piling-up method, and another rooted pile with diameter of 2.5m was tested by Osterberg method. The result showed that no obvious failure feature occurred in Q - s curves of piles tested by piling-up weight method. The axial force attenuation of rooted pile was much faster than straight pile in soil layer where existed roots. The potential of soil could be utilized by roots embedded in pile to improve the vertical bearing capacity of pile. The results could be referred to design and analysis of rooted pile.
Experimental Study on the Vertical Bearing Properties of a Rooted Bored Pile
The in-situ static load tests of one straight pile with diameter of 1m and one rooted pile with diameter of 1.5m were carried out by piling-up method, and another rooted pile with diameter of 2.5m was tested by Osterberg method. The result showed that no obvious failure feature occurred in Q - s curves of piles tested by piling-up weight method. The axial force attenuation of rooted pile was much faster than straight pile in soil layer where existed roots. The potential of soil could be utilized by roots embedded in pile to improve the vertical bearing capacity of pile. The results could be referred to design and analysis of rooted pile.
Experimental Study on the Vertical Bearing Properties of a Rooted Bored Pile
Yang, Chao (author) / Dai, Guoliang (author) / Gong, Weiming (author)
Fourth Geo-China International Conference ; 2016 ; Shandong, China
Geo-China 2016 ; 9-16
2016-07-21
Conference paper
Electronic Resource
English
Experimental Study on the Vertical Bearing Properties of a Rooted Bored Pile
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