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Analysis of Load-bearing Characteristics of Concrete Pile Composite Foundation
作者姓名:HU Zhi~  WANG Xian-neng~  HU Dai-wen~  DAI Jun~
摘    要:Some conclusions were drawn from two groups of in-site tests on concrete pile composite foundations. In the tests, it was found that the pressure under the rigid loading slab is different, in which the pressure under the center of the slab is the less and under the edge of the slab is the biggest. The pile-soil stress ratio is not a constant; it increases with the adding of the load. Most of the pile-soil ratio vary from 9 to 13 in these tests and the load that the piles share can be more than seventy percent of the whole load. It was proved that the bearing capacity of the concrete pile composite foundation is high with a little settlement, so it will be used more and more in the future.

关 键 词:composite  foundation  concrete  pile  pile-soil  stress  ratio  load  sharing  ratio
修稿时间:2003/12/15 0:00:00

Analysis of Load-bearing Characteristics of Concrete Pile Composite Foundation
HU Zhi,WANG Xian-neng,HU Dai-wen,DAI Jun.Analysis of Load-bearing Characteristics of Concrete Pile Composite Foundation[J].Storage & Process,2004(3):46-50.
Authors:HU Zhi  WANG Xian-neng  HU Dai-wen  DAI Jun
Institution:HU Zhi~,WANG Xian-neng~,HU Dai-wen~,DAI Jun~
Abstract:Some conclusions were drawn from two groups of in-site tests on concrete pile composite foundations. In the tests, it was found that the pressure under the rigid loading slab is different, in which the pressure under the center of the slab is the less and under the edge of the slab is the biggest. The pile-soil stress ratio is not a constant; it increases with the adding of the load. Most of the pile-soil ratio vary from 9 to 13 in these tests and the load that the piles share can be more than seventy percent of the whole load. It was proved that the bearing capacity of the concrete pile composite foundation is high with a little settlement, so it will be used more and more in the future.
Keywords:composite foundation  concrete pile  pile-soil stress ratio  load sharing ratio
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