摘要
对悬臂单桩与自锁型悬臂桩进行了室内模型试验,测试了试验过程中桩身的位移、应变及桩前土压力,通过对试验结果的分析,得到了两类桩桩前土的破坏过程、桩的变形及桩前土压力的变化规律,指出自锁桩较单桩的水平承载性能有明显优势。
The paper carries out indoor model test of single cantilever pile and self-locking cantilever pile, and tests pile displacement, stress and pile soil pressure. Through comparing experimental results, it achieves changing law of two kinds of pile soil damage process, pile deformation and pile soil pressure, and points out that ： self-locking cantilever pile has better bearing performance than that of single cantilever pile.
出处
《山西建筑》
2015年第36期49-51,共3页
Shanxi Architecture
关键词
自锁型悬臂桩
悬臂单桩
模型试验
承载力
self-locking cantilever pile, single cantilever pile, model test, bearing capacity
