摘要
介绍了挤扩多支盘灌注桩 (简称支盘桩 )的形状特征和施工工艺 ,分析了支盘桩的受力机理 ,通过对一应用实例及其静载荷试验结果的分析 。
This article introduces the features of the multiple foundation piles with congruting concrete and its construction techniques, and analyses the mechanism how the piles bear external forces; Based on the analysis of an application instance and the testing result with dead load , it clarifies the explicit economic benefits and technical advantage of this new kind of foundation piles.
出处
《太原理工大学学报》
CAS
2002年第3期238-241,共4页
Journal of Taiyuan University of Technology
基金
国家级火炬计划项目 (97D2 3 1D60 0 0 0 3 1)