摘要
本文介绍一种小直径的弃土消压孔,并以工程实例证明它可以有效地消除预制桩沉桩施工时的挤土影响。
This paper introduces the use of a small-diameter stress-releasing pile,case studies are presented to demonstrate the effectiveness of the stress-releasing pile in eliminating the squeezing effects that induced by driving precast concrete pile.
出处
《福建建设科技》
2010年第3期2-3,共2页
Fujian Construction Science & Technology
关键词
消压孔
挤土影响
饱和软土
压力场
stress relieving pile
squeeze effect
saturated soft soil
stress field
