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A platform for research: civil engineering, architecture and urbanism
In this paper, a series of static load tests undertaken to analyze the bearing capacity of bored piles with a straight shaft and another with reamed enlargements are described. The distance between the enlargements greatly affected the bearing capacities around the enlargements, and the effects varied from the sandy soil to the clayey soils. Then Dynamic load tests were employed to evaluate the bearing capacity of the piles. Finally, the effects of the base grouting were discussed.
In this paper, a series of static load tests undertaken to analyze the bearing capacity of bored piles with a straight shaft and another with reamed enlargements are described. The distance between the enlargements greatly affected the bearing capacities around the enlargements, and the effects varied from the sandy soil to the clayey soils. Then Dynamic load tests were employed to evaluate the bearing capacity of the piles. Finally, the effects of the base grouting were discussed.
Discussion on the Bearing Capacity of a Bored Pile with Reamed Enlargements
GeoShanghai International Conference 2006 ; 2006 ; Shanghai, China
Foundation Analysis and Design ; 137-144
2006-05-11
Conference paper
Electronic Resource
English
Innovation , Grouting , Design , Bored piles , Load bearing capacity , China , Static loads , Foundations , Geology
Discussion on the Bearing Capacity of a Bored Pile with Reamed Enlargements
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