摘要
本文通过分析在桩前土体抗力较为薄弱的桩锚复合式地垄桩前土体抗力、锚索的极限抗力及锚索的初始抗力三者之间的关系,进而确定吊装施工的桩式地垄限承载力,可为同类地垄的设计计算提供借鉴。
This article analyzed the relationship between soil resistance in front of pile, ultimate resistance of anchor cable and initial resistance of anchor cable for the pile-anchor composite ridge, and then determined the ultimate bearing capacity of the hoisting pile type ridge, which can provide guidance for the design calculation of similar ridges.
出处
《重庆建筑》
2009年第3期22-23,共2页
Chongqing Architecture
关键词
吊装
桩式地垄
极限承载力
hoisting
pile type ridge
ultimate bearing capacity
