摘要
介绍了钻孔后压浆灌注桩施工工艺和加固机理,并根据原位测试结果分析了钻孔后压浆灌注桩荷载传递规律和大面积堆载试验对承载力的影响。
The paper introduces the construction technique and mechanism of increase of bearing capacity for jet grouting bored cast-in-situ piles. According to field testing results, both the pile-soil load transfer behavior and the effects of high-tunage piling-up testing were discussed.
出处
《岩土力学》
EI
CAS
CSCD
1998年第2期80-85,共6页
Rock and Soil Mechanics
关键词
钻孔后
压浆灌注桩
荷载传递
承载力
灌注桩
jet grouting bored cast-in-situ pile
pile-soil load transfer
testing