END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD

摘要：

Because of the small settlement of the end-bearing pile, the capacity of soils among piles can not be carried out, even if the distance of piles is increased. Consequently all loads of the super-structure should be supported by piles only. The capacity of soils could not be used, and huge waste caused. This paper studied a kind of tailored equipment named deformation adjustor, which is used to adjust the deformation between the end-bearing pile and the soil among piles. The design method of the end-bearing composite pile foundation is presented, in which the end-bearing piles and the soil foundation are working together,especially the soil plays the main role. The design method has been shown to be successful.

关键词： End-Bearing Composite Pile foundation Deformation of Pile and Soil Deformation Adjustor

作者: JINMIN ZAI FENG ZHOU GUOXIONG MEI XUDONG WANG

作者单位: Department of Civil Engineering, Nanjing University of Technology, China

会议类型: 国际会议

会议名称: 第三届中日岩土工程研讨会(Proceedings of the 3rd Sino-Japan Geotechnical Symposium)

会议地点: 重庆

会议语种:英文

页码: 739-748

在线出版日期: 2007-11-05（万方平台首次上网日期，不代表论文的发表时间）