摘要
阐述影响桩端桩侧联合注浆桩竖向抗压承载力的主要因素 ,分析其注浆效果 。
In this paper the different factors affecting the vertical compressive bearing capacity of piles by base and skin grouting are described,and the grouting effect,the syntheticl indexes of evaluation,the principles of selection of the post grouting piles are also described.
出处
《工业建筑》
CSCD
北大核心
2001年第11期67-69,共3页
Industrial Construction
关键词
桩端
联合注浆桩
后注浆桩
竖向抗压承载力
pile by tip and skin grouting\ post grouting pile vertical\ compressive bearing capacity
