论文类型：期刊论文

第一作者：Kong, Gangqiang

通讯作者：Kong, G.(gqkong1@163.com)

合写作者：Yang, Qing

发表时间：2011-06-01

发表刊物：Transactions of Tianjin University

收录刊物：EI

文献类型：J

卷号：17

期号：3

页面范围：175-180

ISSN号：10064982

摘要：The performance of inclined pile group embedded in consolidating soil under surcharge load was investigated by experiment in comparison with vertical pile group and single pile under the same conditions; dragload, downdrag, and layered soil settlement were measured. A three-dimensional numerical model was built via FLAC3D software, and verified by the experimental results. Influence factors, such as consolidation time, pile spacing, and pile tilt angle were analyzed. The results show that dragload of inclined pile group increases with the increase of consolidation time and pile spacing or the decrease of pile tilt angle. Downdrag of inclined pile group increases with the increase of consolidation time, pile spacing and pile tilt angle. © Tianjin University and Springer-Verlag Berlin Heidelberg 2011.

是否译文：否