摘要
分析比较了在同一场地条件下 ,相同桩长 ,不同桩径的钻孔灌注桩与后压浆桩的单桩竖向极限承载力载荷试验的结果 。
In this paper comparative analysis on results of the loading test of single pile vertical ultimate bearing capacity with different diameters is conducted between cast in place pile and post grouting pile in same site condition with same lengths. Moreover, the factors influencing bearing capacity are briefly analyzed.
出处
《山西建筑》
2003年第6期48-49,共2页
Shanxi Architecture
关键词
软弱地基
后压浆
钻孔灌注桩
承载力
载荷
post grouting technology, cast in place pile, soft soil foundation
