Abstract:In the practice of the pile foundation engineering of the key telecommunication building that has been constructed and used in Taiyuan, the feedback analysis is carried out for the problems about the selection of bearing stratum, the determination of the bearing capacity of the single pile and the group pile, the settlement analysis of group pile, the heave of the ground and the dissipation of the pore water pressure in the process of pile driving. Some experience and lessons are obtained.
中文标题：
太原长途电信枢纽大楼桩基工程反馈分析(二)
The Feedback Anaiysis of the Pile Foundation of the Key Telecommunication Building in Taiyuan(2)
