摘要
通过对嵌岩灌注桩的原型测试,分析该桩的受力机理,并推断出该桩在竖向荷载时的合理承载力。
Through prototype test, the loading mechanism of the bored cast-in-place piles is analyzed and the reasonable beating capacity of these piles in the vertical direction is also deduced.
出处
《安徽建筑》
2006年第5期114-116,共3页
Anhui Architecture
关键词
传递机理
嵌岩灌注桩
竖向静载荷试验
单桩承载力
delivering mechanism
bored cast-in-place pile
vertical static load, pile capacity
