摘要
本文根据滁州市会峰大厦人工挖孔扩底桩的垂直静荷载试验成果，分析研究了滁州市红砂岩地基嵌岩桩的荷载有受力特征。
This paper deals with the loading and bearing capacity characteristics of rock-inserting piles in red sandstone fountation based on the experimental results of vertical static loading on man-made hole-digging basement-expanding piles of the Huifeng Mansion, Chuzhou.
出处
《安徽地质》
1998年第1期61-71,共11页
Geology of Anhui
关键词
桩基
静荷载
试验
分析
pile, static loading, experiment, analysis
